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Assisting the older driver - SWOV

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Effects of intersection design on workload and driving performance<br />

missed per combination of intersection characteristics and necessary<br />

manoeuvres (see Figure 6.4) did not show <strong>the</strong> gradually increasing lines<br />

which were established for reaction times and fractions missed per type of<br />

intersection layout (Figure 6.3).<br />

2<br />

Fraction missed; Reaction time (s)<br />

1,8<br />

1,6<br />

1,4<br />

1,2<br />

1<br />

0,8<br />

0,6<br />

0,4<br />

0,2<br />

0<br />

IM1 IM2 IM3 IM4 IM5 IM6 IM7 IM8<br />

RT_old<br />

RT_middle<br />

RT_young<br />

FM_old<br />

FM_middle<br />

FM_young<br />

Figure 6.4. Reaction time and fraction missed per age group and intersection layout.<br />

6.3.3. Safety of <strong>driver</strong> decisions<br />

Having calculated <strong>the</strong> Acc_Pre and Acc_Crit per intersection (see Datasampling),<br />

both measures were averaged over intersections that were<br />

expected to be <strong>the</strong> same based ei<strong>the</strong>r on (a) <strong>the</strong>ir priority regulation, (b) <strong>the</strong><br />

<strong>driver</strong>’s manoeuvre, (c) intersection layout, or (d) sight distance. In addition,<br />

both measures were averaged over those intersections having <strong>the</strong> same<br />

combination of intersection characteristics and necessary manoeuvres (IM).<br />

Averaging Acc_Crit over several intersections resulted in values that varied<br />

between 0 and 1. The closer <strong>the</strong> value was to 1, <strong>the</strong> more often <strong>the</strong> participant<br />

had made an unsafe decision at that type of intersection. Average Acc_Pre<br />

had a wider range of values, with negative values indicating unsafe<br />

behaviour of <strong>the</strong> participant at that type of intersection, and positive values<br />

indicating safer behaviour. Note that <strong>the</strong> deceleration measures Acc_Crit and<br />

Acc_Pre were only calculated for intersections at which participants had to<br />

yield to o<strong>the</strong>r vehicles. At <strong>the</strong> same time, collection of data was not longer<br />

restricted to those intersections at which participants were confronted with a<br />

secondary task (i.e., PDT). As a result, <strong>the</strong> actual intersections used to<br />

measure workload and safety of <strong>driver</strong> decisions were not always <strong>the</strong> same.<br />

123

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