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NCHRP Report 524: Safety of U-Turns at Unsignalized Median Openings (2004)
National Cooperative Highway Research Program (NCHRP)

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Levinson, H S, Harwood, D W, Gluck, J S, Garvey, P M, Torbic, D J, Richard, K R, Potts, I B, Ghebrial, R S, Transportation Research Board. "Factors Used in Classification of Median Opening Designs." NCHRP Report 524: Safety of U-Turns at Unsignalized Median Openings. Washington, DC: The National Academies Press, 2004.

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Page
33
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Page
33
Front Matter (R1-R8)
Summary (1-2)
Organization of This Report (3-4)
Location of Median Openings (5-5)
Spacing of Median Openings (6-6)
Safety of Median Openings (7-7)
Median Width (8-9)
Safety Effects of Median Treatments (Raised/Depressed/Flush/TWLTL) (10-14)
Safety Effects of Increasing U-Turn Maneuvers Through Use of Nontraversable Medians (15-15)
Left-Turn Lanes (16-17)
Median Acceleration Lanes (18-19)
Sight Distance at Median Openings (20-20)
Indirect Left-Turn Maneuvers (21-23)
Access Management (24-24)
Spacing Between Access Points (25-25)
Effects of Adjacent Traffic Signals (26-26)
Location and Design of Median Openings (27-27)
Treatment of U-Turns at Median Openings (28-30)
Median and Roadway Widths to Accommodate U-Turn Maneuvers (31-31)
Mitigation Measures for Safety Problems (32-32)
Factors Used in Classification of Median Opening Designs (33-33)
Overview of Typical Median Opening Designs (34-41)
Factors That Influence the Safety and Operational Performance of Median Openings (42-51)
Relative Safety of Median Opening Designs Based on Traffic Conflict Points (52-52)
Combinations of Median Openings Along Arterial Streets (53-58)
Catalog of Existing Median Openings (59-61)
Data Collection and Analysis for Selected Median Openings (62-67)
Median Opening Accident Frequencies (68-68)
Median Opening Accident Rates (69-70)
Median Opening Conflict Rates (71-71)
Comparison of Median Opening Accident and Conflict Rates (72-73)
Combinations of Median Openings (74-78)
Conclusions (79-79)
Recommendations, (80-80)
References (81-82)
Appendix A - Highway Agency Survey Questionnaire (83-89)
Appendix B - Summary of Survey Responses From State and Local Highway Agencies (90-105)
Appendix C - Guidelines for the Use, Location, and Design of Unsignalized Median Openings (106-133)
Abbreviations used without definitions in TRB publications (134-134)

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33 CHAPTER 4 CLASSIFICATION AND ASSESSMENT OF TYPICAL MEDIAN OPENING DESIGNS A key objective of this research is to identify and classify The second factor, degree of access served, not only deter- those median opening designs typically used to accommo- mines what movements need to be accommodated at a median date U-turn maneuvers at unsignalized locations. A classifi- opening, but also the number of potential conflict points a cation system of this type is presented in this chapter. This median opening will have. For example, a median opening classification system identifies how particular median open- that only serves U-turn maneuvers will have considerably ings function and where they are located relative to other ele- fewer conflicting maneuvers than a median opening at a three- ments of the highway system. This chapter presents the fac- or four-leg intersection, where U-turns use the same roadway tors used in the classification process, provides an overview as left-turn and crossing maneuvers. Median openings can be of typical median designs, identifies the factors that influence classified by whether access points are present on neither the safety and operational performance of median openings, side, on one side, or on both sides of the roadway. Access and presents typical combinations of median opening designs points at median openings may include either intersecting used along an arterial. public roads or driveways. A further objective of the research is to estimate the safety Figures 14 through 18 illustrate median openings with var- and operational performance of particular types of median ious combinations of the first two classification factors: type openings. This chapter of the report takes a step toward that of geometry and degree of access served. objective by cataloging the advantages and disadvantages of The third factor used in the classification is whether or particular types of median openings and establishing a frame- not a median opening has a left-turn lane. Median openings work within which their relative performance can be deter- generally operate better when left-turn lanes are present to mined. The relative safety of various median opening designs provide a deceleration and storage area for vehicles before is assessed on the basis of potential traffic conflicts. The spe- they enter the median. In fact, the AASHTO Green Book cific safety and operational performance of median openings specifically encourages the use of left-turn lanes at median is presented in Chapter 6. openings to reduce or eliminate stopping on the through lanes (12). The final factor in classification of median openings is FACTORS USED IN CLASSIFICATION whether or not a median opening is accompanied by a loon. OF MEDIAN OPENING DESIGNS A loon is an expanded paved apron on the shoulder opposite The four key factors used to classify or describe the design a median crossover. The purpose of loons is to provide addi- of a median opening are tional space for larger vehicles (particularly trucks) to nego- tiate turns, and thus, to allow the installation of conventional · Type of geometry, or directional median openings along narrow medians. The · Degree of access served, provision of loons to serve U-turns by large vehicles is a new · Presence of left-turn lanes, and technique that formalizes past use of paved shoulders for the · Presence of loons. same purpose. Initial results by highway agencies that have used loons appear promising (55). The first factor, type of geometry, determines which move- Based on the four factors discussed above, median open- ments are possible at a median opening. Conventional median ings can be classified based on their design characteristics as openings (sometimes referred to as "full median openings") follows: typically permit all movements, while directional median openings may restrict certain movements. Jughandles are an · Type of geometry (traffic movements permitted) indirect left-turn treatment that enable drivers to make U-turn ­ Conventional (all movements permitted), and left-turn maneuvers efficiently on divided highways with ­ Directional, and relatively narrow medians. ­ Jughandle;