  | 
                Comments on 
                Accidents at urban mini-roundabouts 
                TRL Report 281 by J V Kennedy
                (TRL) and R D Hall (University of Southampton) 
                 | 
             
         
         
        
            
                | Abstract  (from the
                report) The report gives the
                findings of a study of accident risk based on a
                national stratified sample of 200 3-arm and 100
                4-arm urban mini-roundabouts on 30mph single
                carriageway roads (2100 personal injury
                accidents). Tabulations are given showing
                frequencies, severities and rates by type of
                central island and by region. The accidents are
                also tabulated by accident group, road user
                involvement and number of casualties per
                accident. The main objective of the study was to
                develop relationships between accident frequency
                and traffic flow, road features, layout,
                geometry, land use and other variables. The
                technique of generalised linear modelling was
                used to develop such relationships for different
                types of accidents. | 
                My comments:  Quite a proportion of the
                accidents at mini-roundabouts involve one or more
                drivers/riders who have failed to appreciate the
                presence of the mini-roundabout in time to
                respond correctly.  While this problem
                should come out "in the wash"
                statistically, I am sceptical of this approach
                just yet.  When drivers fail in this way,
                the consequences could vary considerably from nil
                to a fatality and the type of accident could also
                vary enormously.  
                This is a serious problem at mini-roundabouts and
                the statistical charts derived from the types of
                accidents at the sites studied seem to vary
                considerably from the accidents at the sites
                which I designed and installed mainly in
                Berkshire (UK). While crossing accidents featured
                strongly in the TRL study, these were just about
                the only accidents that I observed at my sites.
                And they featured strongly at one site in
                particular where I knew I had problems getting
                the required deflection. | 
             
         
        The TRL sites
        showed accidents of many kinds which I did not seem to
        get; in particular:  
        
            
                Merging - I
                    had none  
                 
                Shunt
                    accidents on approach - I had very few  
                 
                Single
                    vehicle accidents - I had very few  
                 
                Pedestrian
                    accidents - I had very few  
                 
             
         
        
            These accidents are often associated
            with failure of drivers to appreciate the presence
            of the mini-roundabout which points strongly to the
            comments I make on the design of the approaches on my detailed design page.  
         
        The TRL
        report indicates that accident types at 3-arm
        mini-roundabouts were as follows: 
        
            
                  | 
                Note
                the significant numbers of crossing accidents,
                but over the 200 sites as a whole the variety of
                accidents is surprising. The single vehicle accidents often
                involve buses stopping abruptly with consequent
                injury to passenger(s). 
                Merging
                accidents tend to occur where drivers following a
                relatively straight kerbline fail to realise the
                presence of the junction. This approach is best
                split into two narrow lanes to control
                approaching traffic in sufficient time. If you
                cannot do this consider laying a buff coloured
                anti-skid surface, but try the two-narrow-lane
                idea if you can; it really does work. 
                Similarly shunt
                accidents often involve one driver reacting
                severely having noticed the mini-roundabout very
                late on approach. 
                [The zero
                thickness wedge represents crossing movements
                which appear very significantly in the next chart
                below. Both charts were derived from the same
                table.] 
                 | 
             
         
         Below is
        the equivalent plot of accident types at 4-arm
        mini-roundabouts: 
        
            
                  | 
                Note
                the high proportions of crossing accidents mostly
                right angle crossing but also other right turn
                accidents.   Otherwise the accident pattern is
                basically the same as for 3-arm mini-roundabouts
                - the overall proportions of the accident types
                being less as the accident types involving right
                angle and other crossing predominate; (the right
                angle crossing type not being represented at all
                in the three-arm scenario).  
                 
                The central island at crossroads must be large
                enough to deflect all crossing traffic especially
                where there is potentially a straight path across
                the junction.  To achieve this it will often
                be necessary for the central island to be larger
                than the 4m currently prescribed in the UK TSRGD
                (signs regulations). Some authorities will not
                install 4-arm mini-roundabouts because of their
                high accident potential. This is a pity. make
                sure that the approaches make the junction
                presence clear and then ensure good deflection. 
                 | 
             
            
                I
                have asked DfT to consider removing the 4m
                central island diameter constraint in the next
                TSRGD revision. 
                Still no go (Nov 2004) 
                See my page on mini-roundabouts
                at crossroads 
                & The MIDI-roundabout. 
                 | 
             
         
            
          NOTE: These are RIGHT
          HAND DRIVE diagrams but apply just the same to UK layouts... 
          The conflicts
          illustrated here represent the various risk factors in vehicle to
          vehicle collisions. 
          The right-angle or broadside ones matter the most and these are
          represented by the larger red circles. 
        
            
                Site geometry
                 Strictly, it proved impossible to determine
                whether the junctions studied were T-junctions,
                Y-junctions or symmetrical (3-arm), or X-roads or
                K-junctions (4-arm), so TRL decided to consider
                movements between respective arms as the sole
                arbiter of direction,  i.e. Movement from
                arms 1-3 and 2-4 represent "right angle
                crossing" regardless of the actual geometry,
                and at 3-arm junctions - left turning means
                taking the next exit after entry and right
                turning means leaving at the second exit. 
                [Applies to
                left hand drive -  for right hand drive
                countries left and right should be interchanged.] 
                 | 
             
         
        Other
        observations from the report:  
        
            
                | What
                (from report) | 
                Why (my
                interpretation) | 
             
            
                | Average
                accident frequency at 4-arm sites was 1.35 pia
                per year about 50% more than average accident
                frequency at 3-arm sites of 0.92 pia per year. | 
                Possibly
                more flow at four arm minis and much more scope
                for accidents because there is more scope for
                weak design. Remember four "ahead"
                crossing movements instead of one or at most two at 3-arm
                  junctions. This is an almost
                meaningless statistic.Where mini-roundabouts are
                installed on busy road junctions the risk will
                normally be higher; but "busyness" may
                help. The busy Binfield Crossroads has a good
                safety record. 
                 | 
             
            
                | Average
                severity was 11.6% at 3-arm sites and 14.1% at
                4-arm sites. | 
                Proportionately
                more crossing accidents which tend to be the
                serious ones, esp. when vulnerable users (riders
                of two wheeled machines) are involved. At most 4-arm
                sites the deflection is hopelessly inadequate
                owing to the 4m max. UK island size. | 
             
            
                | Mean
                accident rate was 12.5 PIA per 100 million
                vehicles inflow at 3-arm sites and 22.8 PIA per
                100 million vehicles inflow at 4-arm sites. | 
                As
                above - more risk due to poor design, and the 4m
                diameter constraint. | 
             
         
        
            
                | Summary
                of observations | 
                3-arm 
                sites | 
                4-arm 
                sites | 
             
            
                | Average
                accident frequency Acc/yr | 
                0.92 | 
                1.35 | 
             
            
                | Average
                severity | 
                11.6 | 
                14.1 | 
             
            
                | Mean accident
                rate PIA/100M vehs | 
                12.5 | 
                22.8 | 
             
         
        Approach lanes: Just 6 of the 618 approaches at
        3-arm sites had 2 lanes on the approach, 232 arms had
        more than one lane on the approach leaving 386 approach
        arms with only one lane marked.  At 4-arm sites
        there were 420 approaches of which just 87 had more than
        one lane marked leaving 333 approaches in single lane.  
        My
        comment on this:  I have repeatedly found that
        an increase in the number of
        approach lanes on approaching a (mini-) roundabout can be
        a crucial safety factor as well as a capacity benefit.
        Such changes are recommended in current DfT advice but
        this then goes on to prohibit lane widths less than 3m at
        the give-way line. The result is that many approaches are
        marked in one wide single lane which could so easily have
        been marked in two. At a roundabout a large vehicle
        occupying more than one lane does not "baulk"
        traffic as it almost certainly would at signals, so
        narrower lanes are useful; they are good for cyclists too
        as cyclists can occupy such a lane without drivers trying
        to push past.  
        Involvement of
        2-wheelers (powered and cycles)  
        At 3-arm sites 39.9% of
        accidents involved 2-wheelers; the majority of these
        accidents were of the entering/circulating type. At 4-arm
        junctions the proportions were even higher.  
        
            
                | 2 wheeler
                accidents | 
                Cycles | 
                Motor-cycles | 
             
            
                | 3-arm sites | 
                22.8 | 
                17.1 | 
             
            
                | 4-arm sites | 
                19.5 | 
                16.9 | 
             
            
                | %
                entering/circulating (3-arm sites) | 
                70.7 | 
                53.7 | 
             
            
                | %
                entering/circulating (4-arm sites) | 
                80.7 | 
                69.7 | 
             
            
                Relative
                vulnerability compared with cars  
                3-arm sites 
                4-arm sites | 
                 
                9 
                7 | 
                 
                8 
                8 | 
             
         
        The vulnerability of 2-wheelers at
        mini-roundabouts is well known, but there remains much
        concern about the proportions of drivers who enter a
        mini-roundabout either failing
        to appreciate its presence or
        expecting little to yield to or
        being able to "straight-line" owing to lack of
        deflection; and this makes 2-wheel riders particularly
        vulnerable. Pedal cycles and motor cycles were 7 & 8
        times more likely to be involved. 
        Links
        to other pages:  
        © Penntraff - August 2018 
        Pages
        designed by: 
         |