When IDRM identifies a potential intersection design concern, it also identifies design changes and other measures that could eliminate or mitigate the concern. These are referred to as "treatments." Treatments that could mitigate each identified concern are presented to the user through the IDRM user interface.
The IDRM knowledge base relates concerns to the applicable treatments by means of the treatment recommendation matrix. A row in this matrix is specified by a concern, a specific geometric condition or other design element related to the concern, and a treatment that addresses that condition. For some treatments, the design element is designated as "general," indicating that the treatment is potentially applicable to the concern, regardless of the specific design element related to the concern.
Each treatment is categorized as either a "design improvement" (generally higher cost) or a "mitigation measure" (generally lower cost).
Table 26 and Table 27 present the IDRM treatment recommendation matrix for intersection concerns and intersection-leg concerns, respectively.
Table 26. List of Treatments (Design Improvements and Mitigation Measures) for Intersection Concerns|
Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.20 Insufficient Left-Turn Bay Storage and Deceleration Length Between Closely Spaced Intersections |
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- back-to-back left-turn lanes |
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4.21 Insufficient Taper Length for Left-Turn Lanes Between Closely Spaced Intersections |
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- back-to-back left-turn lanes |
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Table 26. List of Treatments (Design Improvements and Mitigation Measures) for Intersection Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.22 High Traffic Conflict Index |
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- multileg intersection |
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4.24 Large Intersection Pavement Area |
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- multileg intersection |
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- skewed intersection |
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- large vehicle turn path |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.1 - 4.7 Insufficient ISD to right (Case B1) for ___ leg |
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- general |
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- multileg intersection |
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- skewed intersection |
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- more than one minor-road approach on the same side of the major road |
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- horizontal curve |
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- crest vertical curve |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
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4.1 - 4.7 Insufficient ISD to left (Case B2) for ___ leg |
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|---|---|---|
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- general |
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- multileg intersection |
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- skewed intersection |
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- more than one minor-road approach on the same side of the major road |
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- horizontal curve |
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- crest vertical curve |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) forIntersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
|
4.1 - 4.7 Insufficient ISD to right (Case B3) for ___ leg |
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- general |
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- multileg intersection |
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- skewed intersection |
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- more than one minor-road approach on the same side of the major road |
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- horizontal curve |
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- crest vertical curve |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|
4.1 - 4.7 Insufficient ISD to left (Case B3) for ___ leg |
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|---|---|---|
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- general |
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- multileg intersection |
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- skewed intersection |
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- more than one minor-road approach on the same side of the major road |
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- horizontal curve |
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- crest vertical curve |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|
4.1 - 4.7 Insufficient ISD for left turn from major road (Case F) for ___ leg |
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|---|---|---|
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- general |
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- multileg intersection |
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- skewed intersection |
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- more than one minor-road approach on the same side of the major road |
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- horizontal curve |
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- crest vertical curve |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.8 - 4.9 Insufficient SSD for ___ leg |
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- horizontal curve |
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- crest vertical curve |
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- multileg intersection |
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- more than one minor-road approach on the same side of the major road |
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4.10 Insufficient Visibility of Traffic Signal |
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- general |
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4.11 Insufficient Visibility of Stop Sign |
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- general |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for
Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.12 Insufficient Visibility of Yield Sign |
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- general |
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4.13 - 4.16 Insufficient DSD for ___ leg |
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- horizontal curve |
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- crest vertical curve |
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- multileg intersection |
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- more than one minor-road approach on the same side of the major road |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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Increased Crossing Distance |
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- skewed intersection |
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4.18 Warranted Left-Turn Lane Is Not Present |
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- general |
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4.19 Warranted Right-Turn Lane Is Not Present |
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- general |
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4.23 Uneven, Discontinuous Minor-Road Profile Through Intersection |
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- general |
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Table 27. List of Treatments (Design Improvements and Mitigation Measures) for Intersection-Leg Concerns (continued)
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Concern Messages |
Design Improvements |
Mitigation Measures |
|---|---|---|
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4.25 Approach Alignment Differs Between Opposing Approaches |
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- general |
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4.26 Insufficient Queue Storage |
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- general |
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4.27 Loss of Control Potential Due to Frequent Braking |
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- horizontal curve |
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