Description
Intersections are crucial to a street’s performance; they greatly influence the road’s speed, safety, cost, and efficiency. Accommodating turns directly affects safety and efficiency, making left turns the key design factor in intersection improvement. Traditional left-turn lanes are not always able to adequately fix congestion problems at some intersections.
Many recently developed innovative intersection designs provide alternatives for accommodating left-turning vehicles.1 Many incorporate elements that seem similar to interchanges, but their at-grade design saves the cost of constructing overpasses. Some designs may also deliberately reduce average vehicle speeds while serving more vehicles and shortening travel times through the intersection and along the corridor.
Target Market
Innovative intersection designs work best on major streets in suburban and growing outlying areas that have higher speeds and higher volumes.
How Will This Help?
- The design diverts left turns away from the main intersection and allows more green time for through traffic.
- It reduces the number of vehicles and/or the number of conflicting movements using the main intersection.
- This provides for simpler and more efficient signalization, shorter cycle lengths, fewer conflict points, shorter delays, and improved traffic flow.2, 3
- Design options include:
- A two-stage left turn. Before the intersection, vehicles turn left onto a road that is parallel to their initial road; they travel toward their desired road and turn left while the traffic on the main road has a green signal.
- A right turn followed by a U-turn. These are typically for traffic from minor cross streets; all vehicles are required to turn right at the intersection with the major street. Vehicles that wish to travel in the opposite direction can make a U-turn through the median 500 to 1,000 feet away and join the major street traveling in the desired direction.
- An adjacent minor roadway to handle turning movements. A separate road away from the intersection can be used to route left-turning traffic and simplify the signal system.
Studies of median U-turn intersections and corridors have found 20 to 50 percent increases in capacity over traditional intersections and 14 to 18 percent over dual left-turn lanes.3
Implementation Examples
Lorem Ipsum
Application Principles and Techniques
Innovative intersections divert left turns away from the main intersection, which reduces intersection congestion and simplifies the signal phases at the main intersection.
The design details are determined by a process described in a recent Federal Highway Administration report.2
The steps involve:
- Establishing project objectives,
- Assessing pedestrian activities and conflicts,
- Assessing the available right-of-way,
- Evaluating the access needs,
- Estimating capacity and traffic volume, and
- Conducting computerized simulation models to test viable alternatives.
Common innovative intersection designs include:
- Restricted-crossing U-turns direct the left-turning vehicles to make a U-turn at an opening in the median after they pass through the main intersection.
- Quadrant intersections direct left turns onto a connector road before the main intersection and guide the vehicles onto the intersecting roadway.
- Continuous-flow intersections separate the left turns onto a segment that is parallel to the road, but allow them to turn at the next intersection with other phases moving at the same time.
Issues
Who Is Responsible?
Project Time Frame
Construction activities on a recently completed superstreet project on US 281 north of San Antonio, described as an interim solution,4 were completed in less than a year. However, that construction took place without building additional travel lanes, and the time frame does not include previous design tasks.
In contrast, a continuous-flow intersection project in Utah with fewer environmental assessment concerns took 18 months from the beginning of the environmental document process to the end of construction.5
Cost
Data Needs
Agencies considering innovative intersections should identify:
- The existing roadway and median width.
- Segment lengths and widths.
- The adjacent development and access needs.
- The available right-of-way.
- Intersection/interchange geometry data.
- Intersection/interchange spacing.
- Traffic volumes (including peak-hour volumes).
- Turn counts.
- Pedestrian and bicycle counts.
- The typical speeds on the intersection.
- The intersection’s crash history (type and frequency).
- The typical delay experienced.
- The available financial support for the project.
- The current and optimized signal timing plans.
- The intersection’s hardware capabilities.
- The system’s coordination capabilities.
Innovative Intersection Best Practices
- Type of location: High-volume major streets, particularly at intersections with substantial left-turn volumes.
- Agency practices: Coordination between planning, design, safety, and operations.
- Frequency of reanalysis: After substantial land use changes or development, as travel increases or trips change in the area, and at the time of roadway widening or reconstruction.
- Supporting policies or actions needed: Capability to fund improvements, multi-agency agreements and policies where roadways cross jurisdictional boundaries, and a driver education campaign.
- Complementary strategies: Intersection pedestrian treatments and access management.
For More Information
American Association of State Highway and Transportation Officials. A Policy on Geometric Design of Highways and Streets. Washington, D.C., 2004.
Crawford, J. A., Todd B. Carlson, William L. Eisele, and Beverly T. Kuhn. A Michigan Toolbox for Mitigating Traffic Congestion. Texas Transportation Institute, The Texas A&M University System, College Station, Texas, 2011.
Texas Transportation Institute. Mobility Improvement Checklist: Adding Capacity, Vol. 3. College Station, Texas, September 2004.
References
- Brewer, M. A. Recent Roadway Geometric Design Research for Improved Safety and Operations. National Cooperative Highway Research Program Synthesis Report 432, Transportation Research Board, Washington, D.C., 2012.
- Rodegerdts, L. A., B. Nevers, B. Robinson, J. Ringert, P. Koonce, J. Bansen, T. Nguyen, J. McGill, D. Stewart, J. Suggett, T. Neuman, N. Antonucci, K. Hardy, and K. Courage. Signalized Intersections: Informational Guide, Chapter 10. Report No. FHWA-HRT-04-091, Federal Highway Administration, McLean, Virginia, 2004.
- Hughes, W., R. Jagannathan, D. Sengupta, and J. Hummer. Alternative Intersections/Interchanges: Informational Report (AIIR). Report No. FHWA-HRT-09-060, Federal Highway Administration, Washington, D.C., 2010.
- Alamo Regional Mobility Authority. Projects. San Antonio, Texas. http://www.bexar.org/357/Projects.
- Utah Department of Transportation. Project Summary: SRI-154; Bangerter Highway at 4100 South. Salt Lake City, Utah. http://www.udot.utah.gov/projects/f?p=250:2007:0::NO:2007:P2007_EPM_PROJ_XREF_NO:6463,ST_GF_HCP