! 2 Preface This report is about the first part of a PhD research which focused on the needs of the driver with respect to integrated driver assistance. By means of an Internet questionnaire, car drivers could indicate their needs for support from the car during certain driving tasks and situations. These needs served as a basis for creating an integrated driver support system, the so-called “Congestion Assistant”. The impacts of this system on the driver and the traffic flow will be investigated by means of a driving simulator experiment and a traffic simulation study in the remains of the research. The PhD project forms a part of the research program of knowledge centre Applications of Integrated Driver Assistance (AIDA). The AIDA knowledge centre has been realised by TNO and the University of Twente. This PhD research is also part of the research program Transitions towards Sustainable Mobility (TRANSUMO). It belongs to the cluster Traffic Management and the project Intelligent Vehicles (sub project I.8). We would like to take the opportunity to thank a few people for their contribution to the user needs survey. We are grateful to Wytse Mensonides for programming the paper version of the questionnaire into an Internet version. We wish to thank Edouard Buning from market agency RM Interactive for the nice cooperation with respect to gathering participants for the user needs survey from their Internet panel. Thanks to Marloes Verhoeven for sending the invitation to the participants of her survey. The user group of AIDA, and in particular TNO and ANWB, are gratefully thanked for helping with inviting participants for the survey as well. Dr. Klaas Poortema is thanked for his helpful comments regarding statistical analysis. Last but not least, thanks to all the respondents who filled in the questionnaire! August 2005 Cornelie van Driel Bart van Arem 3 4 Contents Summary ................................................................................................................................................. 7 1. Introduction ..................................................................................................................................... 9 2. Theoretical framework .................................................................................................................. 11 2.1 Market research.................................................................................................................... 11 2.2 Earlier research .................................................................................................................... 11 3. User needs survey.......................................................................................................................... 17 3.1 Focus.................................................................................................................................... 17 3.2 Target group and sample size............................................................................................... 17 3.3 Questionnaire design............................................................................................................ 18 3.4 Invitation of participants ...................................................................................................... 20 3.5 Pilot tests.............................................................................................................................. 21 4. Results ........................................................................................................................................... 23 4.1 Sample ................................................................................................................................. 23 4.2 Driver support functions ...................................................................................................... 24 4.3 Ideal driver support system.................................................................................................. 27 4.4 Influence of sample characteristics ...................................................................................... 31 5. Discussion ..................................................................................................................................... 39 5.1 Implications for integrated driver assistance........................................................................ 39 5.2 Contribution to conceptual model........................................................................................ 39 5.3 Conducting the survey ......................................................................................................... 41 6. Conclusions and future work......................................................................................................... 43 6.1 Conclusions.......................................................................................................................... 43 6.2 Future work.......................................................................................................................... 43 References ............................................................................................................................................. 45 Appendix A – The questionnaire........................................................................................................... 49 Appendix B – The AIDA user group .................................................................................................... 67 Appendix C – Driver support functions: frequencies............................................................................ 69 Appendix D – McNemar test................................................................................................................. 99 Appendix E – Ideal driver support system: frequencies...................................................................... 103 Appendix F – Influence of driver characteristics ................................................................................ 107 5 6 Summary Over the coming years, drivers will have an increasing variety of Intelligent Transport Systems (ITS) at their disposal, including Advanced Driver Assistance Systems (ADAS). ADAS are in-vehicle systems that support the driver with the driving task. These systems are expected to lead to a safer, cleaner and more efficient and comfortable transport system. However, whether ADAS will meet these high expectations is greatly dependent on the willingness of car drivers to use these systems. An important question is to what extent drivers are eager to have ‘intelligent vehicles’. When several ADAS can enter the vehicle, another question arises of which systems should be integrated and how this should be done. This paper presents the results from a user needs survey that gives an answer to these questions. By means of an Internet questionnaire, more than 1000 Dutch car drivers indicated their needs for driver assistance with certain driving tasks (e.g. congestion driving) and situations (e.g. driver fatigue). It appeared that warnings for downstream traffic conditions and traffic in blind spots were favoured. According to McNemar tests, the need for a warning for downstream traffic conditions on motorways (90%) significantly differed from the need for other driver support functions (<84%). It was concluded that this function was most popular of all. Moreover, the ideal driver support system should support the driver with critical situations, such as an imminent crash and reduced visibility. From McNemar tests, it appeared that drivers preferred the ideal system to help them with these situations and car following (>51%) to other driving tasks and situations (<43%). Characteristics of the driver, system and traffic scene affected the needs for driver support. Gender, for example, appeared to have the biggest influence on the types of driver assistance wanted in the ideal driver support system. Respondents would mainly like their cars to help them by giving information or warnings. Automatic actions from the car were unpopular, except when driving in traffic jams for example. Generally, drivers would like their cars to provide support in critical situations. Besides, there was a great need for driver assistance on motorways. The needs of the driver indicated consequences for the integration of driver assistance. Driver support functions should exchange information to extend their individual fields of activity, for example by inter-vehicle communication (e.g. warning for downstream traffic conditions) or sensor data fusion (e.g. warning for an imminent crash). Furthermore, an integrated interface should be used that gives priority to important messages or actions to prevent the driver from overload or confusion. 7 8 1. Introduction Modern societies are increasingly confronted with problems in traffic and transport, such as traffic accidents, congestion and emissions. An important contribution to the solution of such problems lies in Intelligent Transport Systems (ITS) (Ministry of Transport, 2004). Over the coming years, motorists will have an increasing variety of ITS at their disposal, including Advanced Driver Assistance Systems (ADAS). ADAS are in-vehicle systems that support the driver by partly or entirely taking over the driving task. When more and more ADAS enter the vehicle, the question of how these systems should be integrated, raises. High expectations rest on ADAS (European Commission, 2002). Governments expect them to lead to a more efficient, safer and cleaner transport system. Car industries and suppliers hope to contribute to the safety and comfort of their customers by developing and selling distinctive driver support systems. The driver that will use these systems faces the prospect of travelling in a safer, faster and more comfortable way. However, whether ADAS will meet the high expectations, is greatly dependent on the willingness of drivers to purchase and use the systems. An important question is to what extent motorists are eager to have ‘intelligent vehicles’. This report presents the results from a user needs survey that gives an answer to both questions. It focuses on integrated driver assistance from the perspective of the driver. The outline of this report is as follows. In chapter 2 a theoretical framework for the survey is presented. Chapter 3 discusses the design of the user needs survey, based on this framework. The results from the survey are presented and discussed in the chapters 4 and 5. Finally, conclusions are drawn and an outlook for further work is highlighted. The user needs survey is part of a research project into the assessment of integrated driver assistance based on: (a) user needs, (b) impacts on the driver in terms of driver behaviour, workload and acceptance and (c) impacts on the traffic flow in terms of safety and efficiency (Van Driel & Van Arem, 2004). The results from the survey serve as a basis for creating an integrated driver support system. The impacts of this system on the driver will be investigated by means of a driving simulator experiment. These outcomes will be placed in perspective by assessing the impacts of the integrated system on the traffic flow using microscopic traffic simulation. The project results will reflect concepts of integrated driver assistance. It should become clear which driver support functions should be integrated and which aspects of integration will be of importance, for example issues surrounding the functional operation. An outline of the project is presented in figure 1. User needs survey Driving simulator experiment Concepts of integrated driver assistance Traffic simulation study Figure 1. Project outline 9 10 2. Theoretical framework This theoretical framework consists of two parts. First, relevant literature from market research is presented. This indicates which methods are frequently used to reveal (latent) needs of consumers. Second, a state-of-the-art on user needs for ADAS is given. It shows which factors are of influence on the needs for driver assistance. 2.1 Market research Market research is about consumer behaviour: activities people undertake when obtaining, consuming and disposing of products and services. The Consumer Decision Process (CDP) model in figure 2 shows this behaviour schematically (Blackwell et al., 2001). 1. 2. 3. 4. 5. 6. 7. Need recognition Search for information Pre-purchase evaluation of alternatives Purchase Consumption Post-consumption evaluation Divestment Figure 2. Consumer Decision Process (CDP) model (Blackwell et al., 2001) The first step of this model – need recognition – plays an important role, when investigating to what extent motorists would like to have driver support systems. Most of these systems are not yet available on the market. Therefore, latent needs have to be revealed by reminding the consumer of a (potential) need. The most frequently used method for this is questioning people. A distinction can be made between qualitative and quantitative questioning methods. Qualitative methods, such as focus groups, have a small-scale and exploratory character. Quantitative methods, such as surveys, are large-scale and aim at presenting a phenomenon in numerical values. When questioning people to reveal latent needs, Stated Preference (SP) approaches are often used (Ortúzar, 2000). SP data provide insight into people’s choices in hypothetical situations. In general, two options are possible: (a) compositional approach and (b) decompositional approach (Marchau, 2000). These approaches are used to determine the importance of attributes of alternatives. A compositional approach involves that respondents indicate preferences for each attribute, such as price and colour. In a decompositional approach – also known as conjoint analysis – respondents have to indicate their overall preference for a hypothetical alternative described in terms of attribute levels, for example ‘cheap and red’ versus ‘expensive and blue’. Respondents are forced to make trade-offs among attributes. The overall preference is decomposed into the weights these respondents attach to the separate attributes. 2.2 Earlier research A lot of research has been performed to assess the needs for ADAS among potential users. Some studies have examined this aspect after participants had limited or extended experience with the system(s) in a driving simulator or in an actual vehicle on the road. Other studies focused on the opinion of respondents who were not (yet) exposed to the ADAS. This section is about the latter group of studies. 11 The explored studies differed in design and method. Some studies focused on one ADA system, while most studies were about more ADAS. Anyhow, respondents had to give their opinions on hypothetical forms of driver assistance. In this case, the word ‘opinion’ stands for a broad concept. It includes aspects like attitudes, perceptions, preferences, needs and acceptability. The most frequently used methods for investigating these opinions were focus groups and questionnaires. Almost all questionnaires were set up according to the compositional SP approach. Adaptive Cruise Control (ACC), Intelligent Speed Adaptation (ISA) and similar systems were most often the subject under discussion. The studied literature is discussed using a conceptual model that shows an overall picture of earlier research into user needs for driver support systems; see figure 3. The opinion of the driver on driver assistance is presented by arrow [1]. This opinion may be influenced by characteristics of the driver and the system. Besides, it may be influenced by characteristics of the traffic scene; see arrow [2]. The conceptual model is explained below by referring to the explored studies. Traffic scene • • • • Critical situation Weather/visibility Road type Other traffic Driver • • • • • • • • • • • • Gender Age Nationality Target group Driving style Driving experience Familiarity with ADAS Type of car possession Psychological factors Education Family situation Income [2] Driver assistance [1] • • • • • System/function Level of support Feedback Overrulability Price Vehicle Figure 3. Conceptual model of user needs for driver assistance Characteristics of the driver The opinion of the driver on driver assistance may be influenced by characteristics of the driver. For example, gender seems to have an effect on the needs for driver assistance. Generally, women were more positive about help from their cars during driving than men (TRG, 1998; Chalmers, 2001). However, Blythe & Curtis (2004) found that men had a more positive attitude than women thinking ADAS should assist or take over instead of simply warn. Also the preference for typical ADAS can differ between men and women. According to Piao et al. (2004) men liked ACC best and women ISA. Also Rienstra & Rietveld (1996) found that women were more in favour of speed-regulating devices, such as a speed limiter. However, in the COMUNICAR survey no differences with respect to gender were found (Mariani et al., 2000). Also age seems to influence the needs for driver assistance. In general, older drivers were more positive about driver support systems than younger drivers (CRA, 1998; TRG, 1998; Chalmers, 2001; Piao et al. 2004). There seems to be a relation between nationality and driver assistance as well (Mariani et al., 2000). Compared to English motorists, Dutch and Norwegian motorists were less positive about ISA (TRG, 2003). The IN-ARTE survey showed that 12 there was less demand for information and warning functions in Italy compared to Germany (Büsher & Frese, 1998). Cauzard et al. (1998) found no big differences between the needs for a distance control system between several European countries. However, the needs for other systems differed, for example with respect to an alcohol-meter. According to Young et al. (2003) the attitudes of (young novice) metropolitan and rural drivers were generally very similar. It seems to matter to which target group drivers belong. Truck drivers and car fleet operators considered driver support systems more attractive than other driver and fleet operator groups (Marchau et al., 2001). Chalmers (2001) found that bus and truck drivers generally had a greater need for driver assistance than private drivers. Also driving style seems to have an effect on the needs for driver assistance. According to Chalmers (2001) and TRG (1998) cautious and careful drivers were more positive about help from their cars than drivers with a more ‘sportive’ driving style. Next to driving style, driving experience seems to be of influence. Less experienced drivers thought ADAS were more attractive compared to more experienced drivers (Marchau, 2000). Besides the amount of kilometers driven, personal experience with certain situations may affect the opinion on driver assistance. A driver monitoring system was rated positive mainly by drivers that had encountered a (near-)accident due to tiredness (Bekiaris et al., 1997; CRA, 1998). Personal experience with congestion also motivated positive reactions to a Stop & Go system (TRG, 2003). Opinions on ADAS seem to be influenced by familiarity with ADAS as well. Piao et al. (2004) stated that the indicated needs for ACC were connected with the dissemination activities about ACC for the last ten years. They also found that drivers with experience with cruise control were significantly more willing to purchase an ACC than those without. However, this was not the case in the study of Turrentine et al. (1991). Avid users of cruise control appeared not to be early adopters of more automated controls, like ACC. A possible explanation for these conflicting results may be the increasing publicity of ACC recently. Type of car possession seems to be another explanatory variable. In the COMUNICAR survey it was found that owners of a city car had different opinions on driver assistance than owners of an upper class car (Mariani et al., 2000). A similar result was found by Marchau (2000): especially business drivers liked support from a navigation system. Psychological factors seem to influence in particular speed-regulating devices. According to Rienstra & Rietveld (1996) people who frequently transgress speed limits were more against speed limiters. Also Garvill et al. (2003) found this relationship: moral and perceived difficulty to keep the speed limits influenced the acceptance of an Electronic Speed Checker. In a few studies, the effects of education, family situation and income on the perceived needs for driver assistance were studied. TRG (1998) found that respondents with children <15 years were more interested in ACC and Collision Warning (CW) systems than respondents with older children or without children. Highly educated people were more against speed limiters according to Rienstra & Rietveld (1996). The influence of income was unclear. Dutch and Norwegian motorists with a high income were negative about ISA, while English motorists with a high income were positive (TRG, 2003). Possibly, the needs for ISA were more related to nationality than to income. Characteristics of the driver assistance The opinion on driver assistance may be affected by characteristics of the system as well. The general accepted notion in literature was that systems should be 100% reliable and have no false alarm rates. Besides, it appeared to be of influence which driving tasks or situations the system supports. In general, lane keeping systems did not seem to be very popular among drivers. Lane Departure Warning (LDW) was rated (much) lower than Stop & Go, ACC and ISA (Piao et al., 2004). The results from the IN-ARTE survey also showed that respondents were indifferent to lateral control functions (Wevers et al., 1999). However, participants in the study of Regan et al. (2002) felt that LDW was a good idea. In contrary to lane keeping systems, anti-collision systems seemed to be popular. CRA (1998) found that all participants viewed Collision Avoidance Systems favourably. The IN-ARTE survey revealed a strong preference for warnings on front obstacles and warnings to slow down (Wevers et al., 1999). The results from the COMUNICAR survey showed that driver support functions related to the primary driving task and enhancing safety were valued as the most preferred ones (Mariani et al., 2000). These included for example: automatically set cruising speed, and 13 warnings on lateral collisions, front obstacles and car overtaking. Also systems that provide visual support were rated high. According to Blythe & Curtis (2004), respondents were most positive about Collision Warning and Prevention, ACC and Driver Alertness Monitoring. Bekiaris et al. (1997) also found that the acceptance of this last system was high. Chalmers (2001) indicated that generally there was a major acceptability of systems that control longitudinal distances between vehicles. This was already concluded by Cauzard et al. (1998), who said that two third among European drivers would find it very or fairly useful to have a distance control system in their cars. Besides type of system or function, level of support seems to affect the needs for driver assistance. CRA (1998) found that the appeal to ACC was more limited, possibly due to the automatic control of car following. Similarly, the results from the IN-ARTE survey showed that users were generally negative about automatic intervention, probably because personal control is a crucial issue in driving behaviour (Wevers et al., 1999). However, acceptance of system intervention was limited to more critical situations and situations with dense traffic (i.e. convoy driving). Also the COMUNICAR survey revealed a greater need for information and warnings than automatic actions (Mariani et al., 2000). Garvill et al. (2003) concluded that informative devices were rated better than intervening ISA devices. 60% of the respondents in the study of McIntosh (1997) had doubts about automatic vehicle operation (loss of “hands on” control, safety concerns), while 27% thought it was a good idea (easier to drive, improve safety). Blythe & Curtis (2004) found that nearly half of the respondents thought ADAS should simply warn the driver; the other half thought ADAS should assist (38%) or take over (16%). Hoedemaeker (1999) reported that half of the respondents indicated to dislike it when the car takes over the driving task. In some studies the type of feedback was studied. Modalities for giving feedback to the driver can be visual (e.g. text, icon), auditory (e.g. beep, voice), haptic (e.g. counterforce on gas pedal) and tactile (e.g. vibration in steering wheel). The COMUNICAR survey revealed that warning signals should be given visually (41%) or with a sound (35%), rather than with a synthesised voice or with combinations of these feedback types (Mariani et al., 2000). Garvill et al. (2003) found that light and sound signals when exceeding the speed limit were preferable to a display presenting the current speed limit and an active gas pedal making it more difficult to exceed the speed limit. According to TRG (2003), most respondents preferred warning ISA (visual or audio) to haptic ISA. However, in a follow-up study with a driving simulator, it was concluded that drivers were more positive about haptic ISA after having gained experience with it. Frequently, the type of feedback is considered in such (follow-up) studies, rather than in user needs surveys. Overrulability appears to be very important in the acceptance of driver assistance. It is about the possibility for the driver to overrule (i.e. ignore) the system, for example by turning it off. Blythe &Curtis (2004) found that the attitude of the majority of respondents was favourable if ADAS can be switched on or off by the driver. By contrast, if the driver cannot switch off ADAS, the attitude of the majority of respondents was negative. Only one application, Collision Warning and Prevention, still received a favourable attitude. Also Regan et al. (2002) came to the conclusion that voluntary systems, which drivers can choose to disable, were more acceptable among the respondents than mandatory systems, which cannot be turned off by the driver. According to Comte et al. (2000), participants thought mandatory ISA would be most useful, however, they preferred the idea of a voluntary system. Opinions on ADAS seem to be influenced by price as well. In the study of TRG (1998), respondents were first asked to give the total cost of their “reference car”, including VAT and optional feature. After having introduced ADAS, such as ACC and CW systems, the question was asked again. On an average, the ratio between the second price and the initial price was 1.08. The average cost of the “reference car” was €18270; the supplementary price that people would agree to pay for ADAS would thus be about €1460. Van der Heijden & Molin (1999) found that respondents were prepared to pay little for an ISA system in their cars. However, the willingness to purchase such a system seemed to be higher when it was combined with other ADA systems. Marchau et al. (2001) concluded that, as to be expected, higher prices had a negative influence on the acceptability of ADAS. By means of a decompositional SP approach, several hypothetical ADAS alternatives were described with the following attributes: distance keeping, speed adaptation, navigation and price. By decomposing the overall preference for the alternatives into the weights attached to these attributes, it appeared that – after navigation – price was the most important 14 attribute of a driver support system. A similar study from Schmeidler (2002) revealed corresponding results with respect to price. However, in this study price appeared to be the third important attribute, after navigation and ISA. A majority of respondents were either not prepared to pay anything extra for nine ADA applications (50%) or would be willing to pay a sum of up to £500 (37%) (Blythe & Curtis, 2004). In general, it can be stated that the willingness to pay for ADAS is rather low. This is contrary to the ‘noncommitment bias’ stated by Polydoropoulou et al. (1997). They suggested that respondents in SP studies might overestimate their willingness to pay, because no actual payment was concerned. Becker et al. (1995) stated that the use of questionnaires with text descriptions of the system performance for SP studies may not provide a sufficiently accurate or detailed picture of the system for the subject to give an accurate response. Like type of feedback, price is also frequently considered in (follow-up) studies that include gaining experience with a system, rather than in user needs surveys. TRG (1998) referred in her study to earlier research showing that 30% of the participants were willing to purchase an ACC at an average price of $490, rising to 87% and $616 after prototype rides. Characteristics of the traffic scene The opinion of the driver on driver assistance may also be influenced by characteristics of the traffic scene. In general, there seems to be a greater need for driver assistance in critical situations, such as near-accidents. Bridger & Patience (1998) concluded that in normal driving situations, the driver wants to be in control. In more adverse situations, assistance from the car is wanted and in dangerous situations, the driver even relies on assistance from the car. A higher level of support in more critical situations was also found by Wevers et al. (1999) in the IN-ARTE survey. According to Várhelyi (2000), a majority of the respondents accepted ISA that warns the driver or even automatically reduces the driving speed in imminent crash situations. Weather/visibility conditions also appear to be connected to the acceptability of ADAS. TRG (1998) showed that drivers would like to use ACC especially when it is foggy or at night. A majority of the respondents was positive about ISA during slipperiness or reduced visibility situations (Várhelyi, 2000). The COMUNICAR survey revealed that respondents were interested in visual support in poor visibility situations (Mariani et al., 2000). Besides, road type seems to influence the needs for driver assistance. Schmeidler (2002) reported that respondents thought ACC was especially useful on motorways and rural roads, while ISA should be used mainly on urban roads. This result on ISA was also found by Van der Heijden & Molin (1999) and Van Hoorebeeck (2000). Participants in the study of Regan et al. (2002) felt that LDW was a good idea in rural areas. Results from the IN-ARTE survey revealed that in particular velocity determined the demand for driver assistance. For example, the higher the velocity, the more important was information about road geometry. Besides, warnings to change lane were wanted on motorways and country roads, but not on city roads (Büsher & Frese, 1998). The presence of other road users may also be of importance when considering the opinions on ADAS. Participants in the study of TRG (1998) liked to use ACC or CW when the traffic density was low. It was concluded in the IN-ARTE survey that the needs for certain driver support functions were related to external factors and driving situations, such as a car cutting in from the right or driving in convoy (Wevers et al., 1999). For example, the acceptance of autonomous braking was higher in situations with dense traffic (e.g. convoy driving) as compared to clear running situations. Note that this result is somewhat contrary to the earlier mentioned result about using ACC (that may brake automatically) when the traffic density is low. Summary Despite the amount of literature on the needs for ADAS, no general theory was found so far to describe the relations between the driver, the system and the traffic scene. However, a conceptual model (figure 3) was made that presented an overall picture of earlier research into user needs for driver support systems. It was found that the opinion of drivers on driver assistance may be influenced by characteristics of themselves, such as gender and age, and characteristics of the system, such as type and level of support. Besides, this opinion may be influenced by characteristics of the traffic scene, such as critical situations and road type. Although the conceptual model provided more insight into the needs for driver assistance, still some knowledge gaps can be distinguished. Most studies presented one or more driver support systems to potential users based on technical possibilities and 15 envisaged user requirements. Therefore, little is known about the ‘ideal’ system according to the driver. Which (combinations of) driving tasks and situations should be supported? Earlier research did not always show clear relations between the driver, the driver assistance and the traffic scene. Sometimes (seemingly) conflicting results were found. A more consistent view on these relations is wanted. Thus, this research aimed at filling knowledge gaps in the conceptual model and moving the state-of-the-art on driver assistance forward. 16 3. User needs survey This chapter describes a user needs survey about integrated driver assistance from the driver’s point of view. First, the focus of the survey is highlighted. Next, more information is given about the target group and the required sample size. Then, the design of the questionnaire is explained, followed by the ways in which participants for the survey were gathered. This chapter ends with some remarks about pilot tests before the questionnaire was distributed. 3.1 Focus This research attached importance to the opinion of drivers about ‘intelligent vehicles’. Detailed information is wanted on the driver, the system and the traffic scene. Therefore, a user needs survey was set up. Drivers were asked to indicate their (latent) needs for driver assistance by means of a questionnaire. To explore the broad field of these user needs, the compositional SP approach was used. Several attributes in terms of driver support were presented separately. So far, most research into user needs for driver assistance concerned drivers’ preferences for one or more systems in contrast to drivers’ preferences for certain functions that support the driving task. Because of this ‘technology driven’ approach, little is known about the extent to which drivers want assistance from their cars during certain driving tasks and situations. This user needs survey, therefore, focused on driver support functions related to driving tasks and situations. So instead of presenting a system such as ISA, that regulates speed according to the speed limit, several driver support functions which regulate speed were presented. Because earlier research mostly centred on a specific system, little is known about preferred combinations of driver support systems and functions. Therefore, the user needs survey included questions about combinations of driver assistance. The needs of the driver determine implications for integrated driver assistance. The integration of driver support functions may be related to the following aspects: • Technology: functions can make use of the same components, such as sensors; • Human-Machine-Interface (HMI): functions can make use of one interface to present information to the driver; • Functional operation: functions can make use of each other’s information to extend their individual field of activity. 3.2 Target group and sample size The target group of the user needs survey consisted of Dutch car drivers of a passenger car. Participants did not need to possess a car. However, they should have a valid driving licence. Passenger cars were considered because of: a. The high number of vehicle kilometres driven by passenger cars: 146.1 billion km (76.5%) by car drivers and passengers in the Netherlands in 2003 (CBS, 2003); b. The high number of accidents with passenger cars involved: 607 deaths (64.6%) and 6442 inpatients (70.1%) among car drivers and passengers in the Netherlands in 2002 (SWOV, 2002); c. A practical reason, namely using the TNO passenger car driving simulator in the next phase of the project. The required sample size was estimated by using the guidelines in Buijs (1993) and Cohen (1988). In Buijs (1993) the formula for defining a sample size is: n z2* 2/a2 with n=sample size, z=standard score corresponding to given confidence level, =standard deviation and a=proportion of sampling error. This formula is valid for variables with a normal distribution. Many distributions can be 17 approximated by a normal distribution. Therefore, Buijs (1993) states that this formula may be used when the population N is large compared to the sample n (n<0.10*N). For proportions the formula can be rewritten as follows: n z2*p(1-p)/a2 with p=estimated proportion. This formula is valid when n is sufficiently large (n 200). To estimate a maximal ‘safe’ required sample size, p should be set at 0.50. In this research, the formula was used with z=1.96, p=0.50 and a=0.05. This gave a required sample size of at least 385. Cohen’s power analysis was also used to estimate the required sample size. Cohen (1988) states that the power of a statistical test of a null hypothesis is the probability that it will lead to the rejection of the null hypothesis, i.e. the alternative hypothesis is true. The power of a statistical test depends upon the significance criterion, the reliability of the sample results and the effect size, i.e. the degree to which the null hypothesis is false. The required sample size depends on the type of statistical test and is a function of significance criterion (a), effect size (ES) and the amount of desired power (power). The significance criterion represents the Type I error, i.e. the risk of a false null rejection. Usually, a significance criterion of 0.05 is chosen. The effect size serves as an index of degree of departure from the null hypothesis. When the null hypothesis is true, the effect size is zero; when the alternative hypothesis is true, the effect size is a specific nonzero value. When there is no other basis for setting the desired power value, it is proposed to use the value 0.80. The Type II error, i.e. the risk of false null acceptance represented by b=1-power, will then be 0.20. This means that the relative seriousness of Type I to Type II error (b/a) is 4 when a=0.05. This means that mistakenly rejecting the null hypothesis is considered four times more serious than mistakenly accepting it. In this research, the sample size tables in the handbook were used with a=0.05, ES=small (corresponding to values per statistical test) and power=0.80. Dependent on the statistical test, the required sample size should consist of at least 400 car drivers. With these values for the required sample size in mind, it was aimed to gather responses to the survey from a minimum of 500 Dutch car drivers. 3.3 Questionnaire design The structure of the survey consisted of the three parts defined below: • Driver support functions: to what extent do drivers want assistance from the car during driving? On which type of road, during which driving tasks and situations, and with what level of support? • Ideal driver support system: what is the ideal assistance according to the driver? Which combinations of driver support, and which other characteristics? • General information: background questions about car possession, driving experience, socioeconomic variables, and the like. Participants were asked to fill in a computer-based questionnaire for distribution on the Internet. This type of questionnaire was chosen because of the following advantages: (a) personalization of the questionnaire by interactively showing relevant questions and responses, based on previous answers, (b) collection and storage of data in an electronic database and (c) quick and cheap way of data gathering. The questionnaire as it was shown on the Internet can be found in appendix A. Driver support functions The survey started with information about the goal and procedure of the survey. Next, some background questions on car possession and usage were asked. The next part of the questionnaire – on the needs for driver support functions – started with information about the ways in which the car can assist the driver with several driving tasks and situations. Table 1 shows the driving tasks and situations that were included in the questionnaire. This list was established by using the work of McKnight & Adams (1970) on task analysis of car driving. The driving tasks related to the operational and tactical level of driving (Michon, 1985). A distinction was made between three road types: motorways (M), rural roads (R) and urban roads (U). 18 Driving tasks Regulating speed (M, R, U) Lane keeping (M, R, U) Car following (M, R, U) Lane changing (M, R, U) Congestion driving (M, R, U) Negotiating non-signalised intersections (R, U) Negotiating signalised intersections (R, U) Situations Reduced visibility Driver fatigue Imminent crash Table 1. Driving tasks and situations in the survey For each driving task and situation, several driver support functions were defined. Participants had to indicate on a five-point scale to what extent they have a need for these functions on each road type (1=great need, 5=certainly no need). Figure 4 shows an example of speed assistance. The driver support functions consisted of information, warning or control. In this survey, it was assumed that the driver could overrule the driver assistance, for example by turning it off. Several driver support functions included a form of integration. Consider, for example, the function ‘warning for unsafe speed regarding actual situation, e.g. fog, curve, nearby school’. Communication with other vehicles or roadside systems is necessary to detect fog, and communication with a digital map may be necessary to detect a curve or nearby school. Figure 4. Example of a survey question: speed assistance Ideal driver support system After having introduced possibilities for driver assistance, the next part of the survey focused on the ideal driver support system. A ‘personalized’ table was presented first that showed all driver support functions for which the participant had a significant need according to his or her previous answers (i.e. category 1 or 2). It was assumed that drivers prefer a system that consists of less driver support 19 functions than a summing-up of ‘single’ functions. This summing-up might be ‘too much’, for example. Participants could formulate the ideal driver support system by indicating at most six favoured types of assistance out of maximal twenty-two. These types of assistance corresponded to the driving tasks and situations in the first part of the questionnaire; see table 1. In a concept version of the questionnaire, participants had to indicate their most favoured driver support functions per favoured type of assistance again. However, in the final version of the questionnaire this step was left out. Firstly, because the questionnaire should not be too long (15-20 minutes for filling in). Secondly, because during the pilot test, participants thought this step was (practically) the same as the first part of the questionnaire. Statements about typical characteristics of the ideal system were also presented in the questionnaire. Participants had to indicate on a five-point scale (1=totally agree, 5=totally disagree) to what extent they agree with the statements in table 2. Statement 1. The ideal system should make car driving easier and thus support in a way that is similar to my ‘normal’ driving behaviour. 2. The ideal system should make car driving better and thus support in a way that optimizes my ‘normal’ driving behaviour, i.e. the system compensates for my errors, mistakes, etc. 3. In the ideal system I can decide on the settings with respect to type of assistance and feedback. 4. The ideal system provides me more support during deviant situations, for example when the weather is bad or when I am tired. 5. The ideal system provides me more support when the traffic is busy. 6. In case of informing or warning messages at the same time, the ideal system decides which message to present to me first. 7. In case of automatic actions at the same time, the ideal system decides which action to perform first, for example a choice between automatic car following and automatic lane changing. 8. When the ideal system takes over driving tasks, I think it would be appealing to me to do other things, for example reading, putting on music, telephoning, making up (hair, make-up). Table 2. Statements about the ideal driver support system When participants indicated in the first part to have (certainly) no need for driver support with respect to a certain driving task, an extra question was asked. This extra question was about the extent to which the participant would have a need for help from the car with the concerned driving task during deviant situations, for example when he or she is tired or when the weather is bad. When participants were indifferent or negative about the driver support functions presented in the first part of the survey, they did not have to fill in the second part about the ideal driver support system. They were directly referred to the background questions about socio-economic variables and the like. 3.4 Invitation of participants Participants for the user needs survey were invited in two ways, namely via a market agency and via personal and business contacts. Market agency RM Interactive was called in to invite members of her Internet panel. This panel consists of more than 25.000 members who are representative for the Dutch population. Members are invited to participate in a survey once a month on average. Up to date, more than 200 surveys were conducted with the Internet panel. A contract was signed that guaranteed 300 completed questionnaires. Members of the Internet panel received €2.50 for filling in the questionnaire. Besides, they could win a €20 gift voucher (1 per 25 participants). It was tried to represent the target group of Dutch car drivers with respect to gender, age and education. The main characteristics of Dutch people holding a driving licence were obtained from Statistics Netherlands (CBS) (2003). The following procedure was used by RM Interactive to carry out the fieldwork: - Invitation by e-mail. An e-mail was sent to a gross sample of members of the Internet panel. This email contained a hyperlink to the on-line questionnaire and a personal access code. This code 20 prevents a member to fill in the questionnaire more than once. The e-mail also explained briefly the topic of the survey and that the survey was conducted by the University of Twente; - Screening of participants. At the beginning of the questionnaire, the participant was asked for how long he or she is holding a driving licence for a passenger car. If the answer was ‘do not have a driving licence’, the participant could not continue with the questionnaire. From 6-9 September 2004, RM Interactive gathered response from her Internet panel. Table 3 shows some characteristics about the response rate. Response justification Gross sample Did not fill in screening Did not satisfy screening Satisfied screening and started questionnaire Did not complete questionnaire Completed questionnaire 3009 2349 40 620 243 377 100% 78% 1% 21% 100% 39% 61% Table 3. Response rate of RM Interactive panel A second way of inviting participants for the user needs survey was via personal and business contacts. An invitation by e-mail containing a hyperlink to the questionnaire was sent to family, friends, colleagues and the members of the AIDA user group; see appendix B. It was also asked to forward the e-mail to possibly interested others (snowball method). Besides, an invitation to the questionnaire was put on the websites of research organisation TNO and consumer organisation ANWB. Participants could win a €20 gift voucher (1 per 50 participants). The questionnaire was online from 24 August 2004 until 1 October 2004. 3.5 Pilot tests A pilot test of the user needs survey was performed to check whether the survey would provide the necessary information. Twenty-one people participated in the pilot test by completing a paper version of the questionnaire. Participants included colleagues, friends and family. Based on their answers and comments, the questionnaire was shortened and clarified. The questionnaire was then programmed into an Internet version. It was hosted on the webserver of AIDA: www.aida.utwente.nl/enquete. To check whether the alterations had the desired effect, people from the target group went through the online version again. 21 22 4. Results This chapter presents the results from the user needs survey. The needs of car drivers with respect to help from the car during certain driving tasks and situations revealed starting points for the possible integration of driver support functions. First, the sample is discussed. Next, the needs for driver support functions are explained, followed by features of the ideal driver support system. Finally, the influence of sample characteristics on the results is discussed. 4.1 Sample Before analysing the results from the survey, the data were verified. It appeared that a few respondents had sent the data twice. This was possible when one was thumbing through the questionnaire. In this way, the ‘send button’ could be used more than once. By checking the IP address, the answers and the date and end time of filling in the survey, double data were filtered out. Without these data, the questionnaire was completed by 1152 respondents. 103 respondents did this in less than 10 minutes. These answers were left out of consideration, because it was assumed that one could not seriously fill in the questionnaire in less than 10 minutes. Therefore, the results are based on the answers from 1049 respondents. Of those, 740 respondents were invited via personal and business contacts (including the website invitations) and 309 respondents were members of the Internet panel of the market agency. Table 4 shows some characteristics of the sample and the target group of Dutch car drivers (CBS, 2003). 757 of the respondents were male, 292 were female. The average age of the respondents was 41 years (SD 12, minimum 18, maximum 79). Most of them were highly educated. Chi-square tests were carried out to check whether the distributions of gender, age and education in the sample differed from the distributions of these variables in the target group. Based on the results from these tests, it turned out that the sample significantly differed from the target group (p<0.05). Characteristic Gender male female Age 18-24 years 25-44 years 45-64 years 65 years unknown Education primary education lower secondary education higher secondary education higher education/university other Sample Target group 72.2% 27.8% 54% 46% 6.8% 51.9% 38.7% 2.6% 0.1% 16% 32% 32% 20% - 0.2% 9.2% 22.6% 67.8% 0.2% 10% 27% 30% 33% - Table 4. Characteristics of sample and target group Table 5 shows more background information on the sample. It can be seen that most respondents had a driving licence for more than 10 years, possessed their own car and drove in it frequently. Almost half of the respondents were somewhat familiar with ACC. 38 respondents said that they have the system in their cars (regardless of using it). With respect to the current, low penetration rate of ACC in the Netherlands, it is thought that 38 seems too high. It is assumed that respondents confused ACC with regular cruise control. Nearly all respondents indicated to use the Internet regularly. 23 Characteristic Frequency of car driving >3 times a week 1-3 times a week 1-3 times a month <1 time a month Years of driving experience <5 years 5-10 years >10 years Average annual mileage <10.000 km 10.000-20.000 km >20.000 km Type of car possession no car private: <50% business private: >50% business business: under one’s own trust business: lease other Familiarity with ACC not familiar with somewhat familiar with (media, etc.) familiar with (in car, but not in use) very familiar with (in car and in use) (very) familiar with (but not in possession) Frequency of Internet usage rarely sometimes regularly # % 753 197 66 33 71.8 18.8 6.3 3.1 93 184 772 8.9 17.5 73.6 251 408 390 23.9 38.9 37.2 69 726 105 34 104 11 6.6 69.2 10.0 3.2 9.9 1.0 266 525 11 27 220 25.4 50.0 1.0 2.6 21.0 28 1021 2.7% 97.3% Table 5. More background information on the sample 4.2 Driver support functions More insight is gained into the needs for certain driver support functions by analyzing the answers to the first part of the questionnaire. In this part the respondents indicated to what extent they want assistance from the car during driving: during which driving tasks and situations, on which type of road and with what level of support. Driving tasks and situations The results from the survey showed that the most popular driver support functions related to the following driving tasks and situations: regulating speed, lane changing, negotiating intersections, imminent crash and reduced visibility. Table 6 shows these most popular functions based on the answers ‘great need’ and ‘need’ (categories 1 and 2 respectively). Especially warnings for downstream traffic conditions and warnings for traffic in blind spots were favoured. Apparently, drivers appreciate being well informed when driving a car. Knowledge about what is happening further down the road (e.g. an accident or road works) can help the driver to accordingly regulate his speed or allows the driver to turn off the road and seek an alternative route to his destination. Being aware of what is happening in the direct vicinity of the car (e.g. another vehicle in the left blind spot or a bicycle in the right blind spot at an intersection) provides the driver with a more accurate idea of the situation, so that dangerous situations can be prevented or at least anticipated. Respondents also expressed a need for ‘general’ warnings during imminent crash situations (e.g. Forward Collision Warning) and information during reduced visibility situations (e.g. Night Vision). 24 Driver support function 1. Warning for downstream traffic condition – motorway 2. Warning for downstream traffic condition – rural road 3. Blind spot warning during lane changing – motorway 4. Blind spot warning at non-signalised intersection – urban road 5. Blind spot warning at non-signalised intersection – rural road 6. Blind spot warning during lane changing – rural road 7. Blind spot warning at signalised intersection – urban road 8. Blind spot warning at signalised intersection – rural road 9. Warning for imminent crash 10. Presentation of badly visible objects on windscreen (Great) need 946 90.2% 884 84.3% 861 82.1% 860 82.0% 833 79.4% 787 75.0% 769 73.3% 71.4% 749 736 70.2% 734 70.0% Table 6. Top 10 of most popular driver support functions The top 10 looked somewhat differently when we only considered the most wanted driver support functions based on the answer ‘great need’ (category 1). Eight out of ten functions were the same. The two ‘new’ functions concerned warnings on an urban road with respect to downstream traffic condition and blind spot during lane changing. The order of the functions also differed, except for the first four functions. 517 respondents (49.3%) indicated to have a great need for the most favoured function ‘warning for downstream traffic condition – motorway’. It was investigated to what extent there seemed to be a significantly greater need for certain driver support functions than others. Therefore, McNemar tests were performed with data from the top 10 of most popular functions. The McNemar test is a nonparametric test for two related dichotomous variables (Rice, 1994). It focuses on changes in responses from one sample response (e.g. function 1) to another (e.g. function 2) using the chi-square distribution; see also appendix D. It appeared that the first function ‘warning for downstream traffic condition – motorway’ significantly differed from the other functions (p 0.001). This also applied to the functions 2 to 5, which significantly differed from the first function and from the functions 6 to 10. The last five functions differed significantly from the first five functions. Based on this, the top 10 of functions could be divided into three groups; see table 7. Within the groups the perceived (great) need for the specific functions did not differ significantly, except for function 2 versus 5. Driver support function 1. Warning for downstream traffic condition – motorway 2. Warning for downstream traffic condition – rural road 3. Blind spot warning during lane changing – motorway 4. Blind spot warning at non-signalised intersection – urban road 5. Blind spot warning at non-signalised intersection – rural road 6. Blind spot warning during lane changing – rural road 7. Blind spot warning at signalised intersection – urban road 8. Blind spot warning at signalised intersection – rural road 9. Warning for imminent crash 10. Presentation of badly visible objects on windscreen (Great) need 946 90.2% 884 84.3% 861 82.1% 860 82.0% 833 79.4% 787 75.0% 769 73.3% 71.4% 749 736 70.2% 734 70.0% Table 7. Three groups of most popular driver support functions McNemar tests were also performed with data from the top 10 of most popular functions based on the answer ‘great need’. It again appeared that the function ‘warning for downstream traffic condition – motorway’ significantly differed from the other functions (p 0.001). It can be concluded that based on frequency and statistics, this driver support function was most popular of all. When respondents indicated to have (certainly) no need for driver support with respect to the concerned driving task, an extra question was asked. This extra question was about the extent to which 25 they would have a need for help from the car with the driving task during deviant situations, for example when they are tired on when the weather is bad. Table 8 shows the results with respect to this extra question. Task or situation Regulating speed Lane keeping Car following Lane changing Congestion driving Negotiating non-signalised intersections Negotiating signalised intersections # 1 107 40 92 19 15 35 no help 1 52 25 53 14 10 25 maybe 0 49 12 30 4 4 10 yes help 0 6 3 9 1 1 0 Table 8. Results with respect to the extra ‘(certainly) no need’ question The results showed that only three respondents were indifferent or negative (i.e. categories 3 to 5) about all driver support functions presented in the first part of the survey. 107 respondents out of 1049 (10.2%) indicated to have (certainly) no need for lane keeping support. From these, only 6 respondents said that they would like to have support with this driving task in deviant situations. Half of them said they still did not want the car to help and half of them were indifferent. Also support with lane changing was not very wanted. Almost 9% of the respondents did not need any help from the car with this driving task. However, it should be kept in mind that more than 82% of the respondents indicated to have a (great) need for a blind spot warning during lane changing on motorways. Only one respondent had to fill in the extra question with respect to support with regulating speed. This showed that nearly all respondents had a need for at least one of the driver support functions related to regulating speed. Road type In general, the results showed that there was a great need for driver assistance during driving on motorways. Among other things, the most popular driver support function for each driving task (except negotiating intersections) related to driving on a motorway. Respondents wanted less help from their cars with driving on rural roads and even less on urban roads. However, this tendency did not hold up for all driver support functions. Per road type, respondents indicated their perceived (great) need for 26 driver support functions that related to: regulating speed, lane keeping, car following, congestion driving and lane changing. McNemar tests were performed to check whether the needs for certain functions were significantly different on the three road types. It turned out that 18 out of 26 driver support functions scored highest on motorways, two scored highest on rural roads, none on urban roads and the rest scored indifferent (p 0.001). The two driver support functions that were more wanted on rural roads than on motorways and urban roads all give support with regulating speed: • Information on speed limit; • Warning for exceeding speed limit. Six functions were wanted on rural roads as much as on motorways, among which warnings for unsafe speed regarding the actual situation (e.g. fog, curve) and automatic lane keeping on winding roads. McNemar tests were also performed to check whether the needs for intersection support were significantly different on rural and urban roads. Also the function ‘warning for opposing traffic’ (lane changing) was taken into account, because this function was not considered on motorways. It appeared that 6 out of 14 functions scored higher on rural roads than on urban roads, the rest scored indifferent (p 0.001). Among these six functions were warnings for opposing traffic when changing lanes and information on approaching a (non-)signalised intersection. There was no greater need for specific functions on urban roads compared to rural roads. 26 Level of support According to the results, respondents would mainly like their cars to help them by giving information or warnings. They indicated hardly any need for driver support functions that consisted of control. The most unpopular driver support functions were related to automatic actions with respect to lane changing, negotiating intersections and lane keeping. However, in some cases respondents do want the car to take over control. It turned out from McNemar tests that respondents preferred automatic actions from the car when they want to maintain a self-chosen speed on motorways or rural roads (p 0.001). They also would like the car to take over the longitudinal driving task or even the whole driving task when they are driving in traffic jams, irrespective of the road type. Besides, there were no significant differences between the needs for lane keeping support on all three road types with respect to warnings and automatic actions in case of road works. 4.3 Ideal driver support system More insight is gained into the ideal driver support system by analyzing the answers to the second part of the questionnaire. In this part the respondents indicated at most six driving tasks and situations that the ideal system should provide help with. Three respondents were indifferent or negative about the driver support functions presented in the first part of the survey. Therefore, they did not have to fill in the second part of the survey about the ideal driver support system. Answers from the remaining 1046 respondents were used for the analyses below. Types of driver assistance The respondents chose various types of driver assistance in their ideal driver support system, so the ideal system seemed to be very personal. Table 9 shows the most popular driving tasks and situations that the ideal system should provide help with. The ideal system should, according to the respondents, not support lane keeping on urban roads and negotiating signalised intersections on rural and urban roads. Less than 2.8% of the respondents indicated to want assistance from the ideal system with these driving tasks. A simple data check revealed that help with reduced visibility situations and help with congestion driving were not related to respectively the weather and the (partial) holiday season during the (on-line) questionnaire. Type of assistance 1. Reduced visibility 2. Imminent crash 3. Car following – motorway 4. Regulating speed – motorway 5. Congestion driving – motorway 6. Driver fatigue 7. Regulating speed – rural road 8. Car following – rural road 9. Negotiating non-signalised intersection – rural road 10. Negotiating non-signalised intersection – urban road Yes in system 633 60.5% 588 56.2% 535 51.1% 458 43.8% 442 42.3% 369 35.3% 354 33.8% 298 28.5% 234 22.4% 208 19.9% Table 9. Top 10 of most popular types of assistance in the ideal system Comparable to the single driver support functions, it was investigated to what extent there seemed to be a significantly greater need for certain types of driver assistance in the ideal system than others. McNemar tests were performed with data from the top 10 of most popular driver assistance in the ideal system. It appeared that the first three types of assistance did not significantly differ from each other (p 0.001). However, the difference between these three and the rest of the top 10 was significant. Based on frequency and statistics, help from the ideal system with reduced visibility, imminent crash and car following on motorways was most popular of all; see table 9. Within the group 27 of type 4 to 10 the perceived need for the specific types of assistance differed significantly, except for consecutive numbers. This means, for example, that respondents were indifferent about help from the ideal system with regulating speed on motorways (type 4) and congestion driving on motorways (type 5), but that they preferred help with regulating speed on motorways (type 4) to help from the system when they are fatigued (type 6). Number of types of assistance Respondents could indicate at most six out of twenty-two types of driver assistance in their ideal driver support system. Table 10 shows how many driving tasks and situations the system should provide help with according to the respondents. It can be seen that most respondents (56.2%) thought the ideal system should provide support with six driving tasks and situations. # types of assistance 1 2 3 4 5 6 # respondents 29 55 115 142 117 588 Table 10. Number of types of assistance in the ideal system Combinations of driver assistance Respondents could formulate their ideal driver support system. By doing this, it became clear which combinations of driver assistance were most popular. Each respondent indicated at most six driving tasks and situations for which he or she would like to have help from the ideal system. Based on these combinations, the most wanted pairs of driver assistance were determined. Table 11 shows the most frequently mentioned pairs. It can be seen that the three most popular pairs consisted of combinations of the three most popular ‘single’ driving tasks and situations in the ideal system (table 8). Combination 1. Reduced visibility & imminent crash 2. Car following (motorway) & reduced visibility 3. Car following (motorway) & imminent crash 4. Regulating speed (motorway) & regulating speed (rural road) 5. Regulating speed (motorway) & car following (motorway) 6. Car following (motorway) & car following (rural road) 7. Reduced visibility & driver fatigue 8. Driver fatigue & imminent crash 9. Congestion driving (motorway) & reduced visibility 10. Regulating speed (motorway) & reduced visibility # 384 304 299 272 262 261 259 250 247 238 % 36.7 29.1 28.6 26.0 25.1 25.0 24.8 23.9 23.6 22.8 Table 11. Most popular combinations of driver assistance in the ideal system Other characteristics of ideal system Respondents indicated on a five-point scale to what extent they agree with statements about typical characteristics of the ideal driver support system (table 2). Table 12 shows what characteristics the ideal driver support system should have besides giving support with the above-mentioned driving tasks and situations. 28 Totally agree Somewhat agree Neutral Somewhat disagree Totally disagree Making car driving easier # % 467 44.6 418 40.0 108 10.3 30 2.9 23 2.2 Making car driving better # % 373 35.7 410 39.2 156 14.9 78 7.5 29 2.8 Adjustable settings # % 539 51.5 328 31.4 121 11.6 38 3.6 20 1.9 More support deviant situations # % 530 50.7 385 36.8 89 8.5 27 2.6 15 1.4 Management of messages # % 318 30.4 413 39.5 219 20.9 68 6.5 28 2.7 Management of actions # % 151 14.4 254 24.3 312 29.8 197 18.8 132 12.6 Doing other things Totally agree Somewhat agree Neutral Somewhat disagree Totally disagree More support busy traffic # % 323 30.9 460 44.0 172 16.4 66 6.3 25 2.4 # 102 118 116 170 540 % 9.8 11.3 11.1 16.3 51.6 Table 12. Answers to statements about the ideal system Respondents thought the ideal driver support system should make car driving easier. It should provide assistance similar to the ‘normal’ driving behaviour of the driver concerned. The system should be easily adjustable, so that the driver can choose the type of assistance and feedback. Respondents would like to have more help from the system during deviant situations, for example when they are tired or when the weather is bad. Ideally, the system should include information management to prevent the driver from overload and confusion in case of simultaneous information and warnings. This outcome was less clear for automatic actions instead of messages. In case the ideal system takes over driving tasks, most respondents did not want to do other things that are not related to driving. McNemar tests were performed to check whether the answers to the statements about the ideal system significantly differed from each other. These tests were especially interesting for the following pairs of statements: - Making car driving easier versus making car driving better; - Giving more support in deviant situations versus giving more support in busy traffic; - Prioritizing simultaneous messages versus prioritizing simultaneous actions. So, for example, it was tested whether the number of respondents answering ‘totally agree’ to the statement about making car driving easier (467) significantly differed from the number of respondents answering ‘totally agree’ to the statement about making car driving better (373). This was also tested for the combined category ‘(totally) agree’ (i.e. 885 versus 783). It appeared that the answers to all pairs significantly differed from each other (p 0.001). This means that respondents preferred the ideal system to make car driving easier instead of better. It also means that respondents would like to have more support from the ideal system in deviant situations compared to busy traffic. Finally, prioritizing simultaneous messages by the ideal system was preferred to prioritizing simultaneous automatic actions. This last result may be related to the earlier observed preference for warnings to control actions. Ideal system in relation to single functions It was assumed that drivers prefer a system that consists of less driver support functions than a summing-up of ‘single’ functions. This summing-up might be ‘too much’, for example. In this questionnaire, the ideal driver support system was not “directly” linked to the single driver support functions and vice versa. Respondents had to formulate their ideal system on a higher level of abstraction by indicating driving tasks and situations (not functions) that the system should support. Although there was not a direct relationship, it was investigated to what extent the composition of the ideal system was related to the indicated needs for the driver support functions. Driving tasks and situations “corresponding” with the driver support functions for which respondents indicated a (great) 29 need, could or could not be chosen in the ideal system. Table 13 shows the types of driver assistance in the ideal system that “correspond” to the ten most popular driver support functions. The last column presents the % of respondents that had a (great) need for the concerned function, that also wanted the ideal system to support with the corresponding driving task or situation. Driver support function 1. Warning for downstream traffic condition – motorway 2. Warning for downstream traffic condition – rural road 3. Blind spot warning during lane changing – motorway 4. Blind spot warning at non-signalised intersection – urban road 5. Blind spot warning at non-signalised intersection – rural road 6. Blind spot warning during lane changing – rural road 7. Blind spot warning at signalised intersection – urban road 8. Blind spot warning at signalised intersection – rural road 9. Warning for imminent crash 10. Presentation of badly visible objects on windscreen “Corresponding” task or situation in ideal system Regulating speed – motorway Regulating speed – rural road Lane changing – motorway Non-signalised intersection – urban road Non-signalised intersection – rural road Lane changing – rural road Signalised intersection – urban road Signalised intersection – rural road Imminent crash Reduced visibility % 44.4 33.8 11.8 21.9 24.4 8.5 2.6 2.3 63.9 64.9 Table 13. Types of assistance “corresponding” with most popular driver support functions It can be seen that, for example, 64.9% of the respondents that indicated a (great) need for the presentation of badly visible objects on the windscreen wanted the ideal system to help with reduced visibility situations. In this case, most respondents that had a need for the single driver support system related to reduced visibility also indicated a need for help from the ideal system with this situation. However, this did not apply to, for example, help with negotiating signalised intersections on rural roads. Only 2.3% of the respondents that indicated a (great) need for blind spot warnings at signalised intersections on rural roads wanted the ideal system to help them with this driving task. It can be concluded that when having to establish priorities, it seems that respondents thought it was more important to receive other types of assistance from the ideal system, for example support during reduced visibility and imminent crash situations, than support with negotiating signalised intersections or lane changing. Respondents did not have to indicate (again) what their most wanted driver support function per favoured type of assistance in the ideal system would be. It was thought that this was too labourintensive. Besides, during the pilot test which did include this step, participants stated that it was much of a repetition of what they did in the first part of the questionnaire. Based on this, we can carefully say that table 14 shows the most wanted driver support functions that “correspond” to each favoured type of assistance in the ideal system. Type of assistance 1. Reduced visibility 2. Imminent crash 3. Car following – motorway 4. Regulating speed – motorway 5. Congestion driving – motorway 6. Driver fatigue 7. Regulating speed – rural road 8. Car following – rural road 9. Negotiating non-sign. intersection – rural road 10. Negotiating non-sign. intersection – urban road “Corresponding” function Presentation of badly visible objects on windscreen Warning for imminent crash Warning for unsafe following distance regarding actual situation Warning for downstream traffic condition The car automatically drives in congestion, incl. lane keeping Drowsy driver warning Warning for downstream traffic condition Warning for unsafe following distance regarding actual situation Blind spot warning Blind spot warning Table 14. Functions “corresponding” with most popular types of assistance in the ideal system Remarks from respondents Respondents had the possibility to make comments at the end of the survey. Irrespective of information, warnings or automatic actions, respondents indicated to want to stay in full command of 30 the car. Generally, it should be up to the driver to decide whether or not the car should provide help during car driving. At the same time, people indicated that when traffic safety comes into play, the car could perform actions on its own, for example execute an emergency stop. Respondents thought it was important to preserve the pleasure of driving. Therefore, automatic actions were considered less attractive than information and warnings. However, there were also respondents that would enjoy an “autopilot”, in particular on motorways, so that they could rest or do something else. Besides, respondents indicated that they had a need for traffic and travel information, for example a navigation system. It was remarkable that driver assistance was often linked to the behaviour of other road users. For example, people thought that such systems were very useful to get rid of tailgaters or notorious racers. Furthermore, it was said that driver assistance should be installed in each car, otherwise it would be useless or even counterproductive (e.g. dangerous). It appeared that respondents were worried about the alertness of the driver when supported by driver assistance, especially in case the car takes over (parts of) the driving task. Other worries with respect to the driver, concerned information overload, too much trust in technology, loss of driving ability and showing unwanted behaviour. Furthermore, respondents expressed concerns with technology. For example, the system could fail. Also, the costs should allow everyone to afford driver assistance. Some respondents had doubts about the working of the system. That is, they thought technology could not replace the human driver. In their view, driver assistance should only consist of information and warnings. 4.4 Influence of sample characteristics It is interesting to investigate whether the results from the user needs survey were dependent on characteristics of the sample. First, the effects of corrected proportions between the sample and the target group on the results were studied by weighting cases. Second, the influence of driver characteristics, such as age and driving experience, on the needs for driver assistance was examined. Finally, it was tested whether the way participants were gathered for the survey was of influence. Weighting cases The sample of the user needs survey significantly differed from the target group with respect to gender, age and education. Therefore, the results are only valid for this subset of the target group. However, by weighting cases the proportions between the sample and the target group were corrected. For example, little weight was attached to the answers of men and great weight to the answers of women. Again, the needs for driver support functions and the composition of the ideal driver support system were analysed. Table 15 shows the used weights for gender, age and education. No weights were calculated for the age category ‘unknown’ and the education category ‘other’. These values were considered as missing values (MV) in the analysis. Characteristic Gender male female Age 18-24 years 25-44 years 45-64 years 65 years unknown Education primary education lower secondary education higher secondary education higher education/university other Sample Target group Weight 72.2% 27.8% 54% 46% 0.75 1.65 6.8% 51.9% 38.7% 2.6% 0.1% 16% 32% 32% 20% - 2.35 0.62 0.83 7.69 MV 0.2% 9.2% 22.6% 67.8% 0.2% 10% 27% 30% 33% - 50 2.93 1.33 0.49 MV Table 15. Weights for gender, age and education 31 After weighting cases, it appeared that the top 10 of most popular driver support functions was (almost) identical to the top 10 without weighting cases. This applied to the top 10 based on the answer ‘great need’ as well as to the top 10 based on the answers ‘great need’ and ‘need’. Dependent on the weighted variable (gender, age or education), 8 to 10 functions were the same. The most favoured function was in all cases ‘warning for downstream traffic condition – motorway’. The order of the rest of the functions sometimes differed. With respect to the ideal driver support system, the top 10 of most favoured types of driver assistance was identical. The order of only two types was turned (number 7 and 8) by weighting the variable age. Weighting cases did not have a big influence on the most popular pairs of driver assistance in the ideal system either. Dependent on the weighted variable, 9 to 10 pairs were the same. The three most popular pairs were unchanged. The order of the rest of the pairs sometimes differed. In conclusion, although the sample did not statistically resemble the target group, the results from the sample gave a clear indication of those of the target group. Driver characteristics It was studied to what extent eight driver characteristics were of influence on the results from the user needs survey. Table 16 shows these characteristics and their categories. Characteristic Gender (GEN) Age (AGE) Education (EDU) Frequency of car driving (FRQ) Years of driving experience (YRS) Average annual mileage (KM) Type of car possession (CAR) Familiarity with ACC (ACC) Categories male, female 18-24 years, 25-44 years, 45-64 years, 65 years primary & lower secondary, higher secondary, higher & university >3 times a week, 1-3 times a week, 1-3 times a month, <1 time a month <5 years, 5-10 years, >10 years <10.000 km, 10.000-20.000 km, >20.000 km private, business not familiar with, somewhat familiar with, (very) familiar with Table 16. Driver characteristics and categories on behalf of statistical tests Driver support functions First, it was explored to what extent driver characteristics affected the needs for the most popular driver support functions (table 6). Therefore, chi-square tests were carried out. Two types of chisquare tests were performed. On the one hand, the tests focused on the group of respondents that indicated to have a (great) need for the function in question. It was stated that driver characteristics were not of influence on the perceived needs, when the distributions of the eight variables in this subsample were equal to the distributions of these variables in the total sample. On the other hand, the tests focused on all respondents and their answers with respect to the needs for the functions in the top 10. In this way, it was studied to what extent driver characteristics were related to the combined answer ‘(great) need’ (i.e. categories 1 and 2) versus the combined answer ‘other’ (i.e. categories 3, 4 or 5). The first type of chi-square tests (only focussing on the respondents that indicated to have a (great) need for the concerned functions) showed one significant result concerning the distribution of type of car possession with respect to the group of respondents that indicated to have a (great) need for the presentation of badly visible objects on the windscreen (p<0.05). Based on the distribution of this variable in the total sample, it was expected that more private and less business car drivers would have a need for this function; see table 17. The results indicated the opposite, so it can be said that this driver support function was more popular among business drivers than private drivers. 32 Private Business Total # observed 568 117 685 % observed 82.9 17.1 100.0 % sample 85.8 14.2 100.0 Table 17. Car possession and ‘presentation of badly visible objects on windscreen’ (sub-sample) The second type of chi-square tests (focussing on all respondents) showed more significant results next to the one mentioned above (p<0.05). Table 18 presents an example of the cross tabulation table for gender and the perceived needs for warnings for downstream traffic conditions. As can be seen, 90.8% of the male respondents and 88.7% of the female respondents indicated to have a (great) need for this driver support function. Chi-square tests showed that these percentages (90.8% vs. 88.7%) did not significantly differ from each other. In other words, men and women appeared to have an equal need for warnings for downstream traffic conditions. Gender Male Female Total # % # % # % (Great) need 687 90.8 259 88.7 946 90.2 Other 70 9.2 33 11.3 103 9.8 Total 757 100.0 292 100.0 1049 100.0 Table 18. Gender and ‘warning for downstream traffic condition – motorway’ (total sample) Table 19 shows the driver characteristics (see above for abbreviations) that had a significant influence on the perceived needs for the most popular driver support functions (marked with X). It can be seen that most types of blind spot warnings and warnings for imminent crash situations did not appear to be related to the driver characteristics. So, respondents had a similar need for these functions, regardless of their background. Driver support function Warning for downstream traffic condition – motorway Warning for downstream traffic condition – rural road Blind spot warning during lane changing – motorway Blind spot warning at non-sign. intersection – urban road Blind spot warning at non-sign. intersection – rural road Blind spot warning during lane changing – rural road Blind spot warning at signalised intersection – urban road Blind spot warning at signalised intersection – rural road Warning for imminent crash Presentation of badly visible objects on windscreen GEN AGE EDU FRQ YRS KM CAR X X X X X X X X X Table 19. Influences of driver characteristics on the needs for driver support functions (total sample) Table 19 can be further explained as follows. Men appeared to have a greater need for the presentation of badly visible objects on the windscreen during reduced visibility situations than women (71.9% vs. 65.1%). Respondents aged 45-64 years seemed to have a greater need for blind spot warnings than respondents at the age of 25-44 years (76.1% vs. 67.8%). The other results suggested that older respondents liked warnings for traffic in blind spots better than younger respondents. The level of education did not seem to have an influence on the survey results. Respondents that drive more than 3 times a week had a stronger preference for the function ‘presentation of badly visible objects on windscreen’ than respondents that drive 1-3 times a week (73.2% vs. 60.9%). The other results suggested that frequently driving respondents favoured this function more than less frequently driving 33 ACC X X respondents. This also applied to respondents that drive a lot based on their average annual mileage. Respondents that drive more than 20.000 km a year appeared to have a greater need for this function than respondents that drive less than 10.000 km a year (75.9% vs. 62.5%). Besides, respondents that drive a lot based on their average annual mileage seemed to have a greater need for warnings for downstream traffic conditions on rural roads. Respondents that have a driving licence for more than 10 years seemed to like blind spot warnings on signalised intersections on rural roads better than respondents that have a driving licence for less than 5 years (73.4% vs. 64.5%). The other results suggested that the longer one had his driving licence, the more one indicated a need for this driver support function. The type of car possession seemed to be related to the perceived needs for three functions. The results indicated that respondents that own a business car liked warnings for downstream traffic conditions on rural roads better than respondents that own a private car (90.6% vs. 83.3%). Business car drivers also liked blind spot warnings when changing lanes on rural roads better than private car drivers (81.9% vs. 73.9%). Besides, business car drivers indicated to have a greater need for the presentation of badly visible objects on the windscreen (84.8% vs. 68.4%). This last result was already found in the first type of chi-square tests. The perceived needs for warnings on downstream traffic conditions were influenced by the familiarity with ACC. Respondents that are (very) familiar with ACC seemed to have a greater need for this driver assistance on motorways and rural roads compared to respondents that are not familiar with ACC (94.6% vs. 85.3% and 87.6% vs. 79.7%). The other results suggested that the more one is familiar with ACC, the more one had a need for these driver support functions. In section 4.1 it was found that 38 respondents said that they have an ACC system in their cars (regardless of using in it). With respect to the current, low penetration rate of ACC in the Netherlands, it was assumed that respondents confused ACC with regular cruise control. To study the possible implications of this, chi-square tests without these 38 respondents were performed with respect to the familiarity with ACC and the needs for driver assistance. The results indicated no differences compared to the results that included the 38 respondents. Ideal driver support system It was studied to what extent driver characteristics affected the needs for the most popular types of driver assistance in the ideal driver support system (table 9). Again, two types of chi-square tests were carried out. On the one hand, the tests focused on the group of respondents that indicated to want the ideal system to include the types of driver assistance in the top 10. On the other hand, the tests focused on all respondents and their answers with respect to the types of driver assistance in the top 10. The first type of chi-square tests (only focussing on the respondents that indicated to have a need for the types of driver assistance in the ideal system) showed several significant results (p<0.05). For some popular types of driver assistance, the distribution of several variables in the sub-sample differed from the distribution of these variables in the total sample. Consider, for example, the distribution of gender in the sub-sample that appeared to have a need for support with reduced visibility in the ideal system versus the distribution of gender in the total sample; see table 20. It can be seen that 67.5% of the respondents that indicated to have a need for this type of assistance was male and 32.5% was female. This distribution appeared to significantly differ from the distribution of gender in the total sample, namely 72.2% and 27.8% respectively. Thus, this type of driver assistance in the ideal driver support system was more popular among women than men. Male Female Total # observed 427 206 633 % observed 67.5 32.5 100.0 % sample 72.2 27.8 100.0 Table 20. Gender and ‘support with reduced visibility in the ideal system’ (sub-sample) 34 Table 21 shows the types of driver assistance and the driver characteristics for which the distributions did not resemble the distributions in the total sample. Type of driver assistance Reduced visibility Imminent crash Car following – motorway Regulating speed – motorway Congestion driving – motorway Driver fatigue Regulating speed – rural road Car following – rural road Negotiating non-sign. intersection – rural road Negotiating non-sign. intersection – urban road GEN X X X X X X AGE EDU X X FRQ YRS KM CAR ACC X X X X Table 21. Influences of driver characteristics on the composition of the ideal system (sub-sample) Table 21 can be clarified as follows. Gender appeared to have the biggest influence on the types of driver assistance wanted in the ideal driver support system. Men thought the ideal system should mainly support with congestion driving on motorways and with regulating speed on motorways and rural roads. However, women thought the ideal system should mainly support with reduced visibility situations and negotiating non-signalised intersections on rural and urban roads. The results indicated differences between certain age groups, but no ‘trend’ between young versus old could be found. Especially respondents aged 25-44 years appeared to have a greater need for help with congestion driving on motorways. However, this group seemed to have less need for help with car following on rural roads compared to the other age groups. The results revealed that the higher one’s education, the more one indicated a need for support with congestion driving on motorways. Also respondents that drive more than 20.000 km a year had a great need for this type of support. The results further suggested that the more one was familiar with ACC, the more one had a need for this type of driver assistance in the ideal system as well. However, familiarity with ACC did not show a clear relationship with the need for help with car following on rural roads. Respondents that were not familiar or very familiar with ACC indicated to have a stronger preference for this kind of support in the ideal system than respondents that were somewhat familiar with ACC. The second type of chi-square tests (focussing on all respondents) showed more significant results next to the ones mentioned above (p<0.05). Table 22 shows the driver characteristics (see above for abbreviations) that had a significant influence on the perceived needs for types of driver assistance in the ideal driver support system (marked with X). It can be seen that support with imminent crash situations did not appear to be related to the driver characteristics. So, respondents had a similar need for this type of support from the ideal driver support system, regardless of their background. Especially needs for help with congestion driving on motorways was influenced by several driver characteristics. Type of driver assistance Reduced visibility Imminent crash Car following – motorway Regulating speed – motorway Congestion driving – motorway Driver fatigue Regulating speed – rural road Car following – rural road Negotiating non-sign. intersection – rural road Negotiating non-sign. intersection – urban road GEN X X X X X X X X AGE EDU X X X X FRQ YRS KM CAR X ACC X X X X X Table 22. Influences of driver characteristics on the composition of the ideal system (total sample) 35 Table 22 can be further explained as follows. Gender appeared to have the biggest influence on the types of driver assistance that are wanted in the ideal driver support system. Men seemed to have a greater need for some of the assistance types than women. They thought the ideal system should mainly support with congestion driving on motorways (45.0% vs. 35.1%) and with car following and regulating speed on motorways (53.8% vs. 44.3% and 46.6% vs. 36.4%) and car following and regulating speeds on rural roads (36.8% vs. 26.1% and 30.5% vs. 23.4%). However, women thought the ideal system should mainly support with reduced visibility situations (70.8% vs. 56.6%) and negotiating non-signalised intersections on rural and urban roads (29.9% vs. 19.5% and 26.8% vs. 17.2%). The relation between age and the composition of the ideal system was unclear. The results from four types of driver assistance indicated significant differences between certain age groups, but no ‘trend’ between young versus old, as above with the needs for driver support functions, could be found. Especially respondents aged 45-64 years seemed to have a greater need for support from the ideal system with regulating speed on rural roads. Respondents at the age of 65+ years indicated the ideal system to mainly support with negotiating non-signalised intersections on urban roads. This group of respondents also seemed to have a greater need for support with negotiating non-signalised intersections on rural roads compared to respondents at the age of 25-44 years (48.1% vs. 24.4%). The needs for support with congestion driving on motorways between these two age groups were opposite. Respondents aged 25-44 years appeared to have a greater need for help with this driving task compared to respondents aged 65+ years (46.0% vs. 14.8%). The level of education also seemed to have an influence on the need for support with congestion driving on motorways. It appeared that highly-educated respondents would like the ideal system to help them with this driving task better than the least educated respondents (46.2% vs. 27.3%). The other results suggested that the higher one’s education, the more one indicated a need for this type of driver assistance in the ideal system. The frequency of car driving and driving experience in years did not appear to have an influence on the composition of the ideal system; driving experience in kilometres did. Respondents that drive more than 20.000 km a year had a greater need for support with congestion driving on motorways compared to respondents that drive 10.000-20.000 km a year (50.6% vs. 36.7%). Similar results applied to support from the ideal system with driver fatigue situations between respondents that drive more than 20.000 km a year compared to respondents that drive less than 10.000 km a year (40.1% vs. 31.9%). The other results suggested that the higher one’s average annual mileage, the more one would like the ideal system to help with congestion driving on motorways and driver fatigue situations. The type of car possession had a significant influence on the need for support with reduced visibility situations. Business car drivers appeared to have a greater need for this type of assistance than private car drivers (71.7% vs. 58.7%). Help with congestion driving was more wanted by respondents that are (very) familiar with ACC compared to respondents that are not familiar with this system (48.4% vs. 34.2%). The other results suggested that the more one is familiar with ACC, the more one has a need for this type of driver assistance in the ideal system. However, familiarity with ACC did not show a clear relationship with the need for help with car following on rural roads, although this relationship appeared to be significant. Respondents that are not familiar with ACC indicated to have a stronger preference for this kind of support in the ideal system than respondents that are somewhat familiar with ACC (33.5% vs. 23.9%). Respondents that are very familiar with ACC indicated a similar preference for this kind of support than respondents that are not familiar with ACC. As above, chi-square tests without the 38 respondents, (presumably) indicating unjustly to have an ACC system in their cars, were performed with respect to the familiarity with ACC and the needs for types of driver assistance in the ideal driver support system. The results indicated no differences compared to the results which included the 38 respondents. Summary It may be stated that driver characteristics appeared to influence the perceived needs for certain driver support functions and types of assistance in the ideal driver support system. However, these influences were sometimes ambiguous. The following relationships were most clear (p 0.001) (see also appendix F): 36 • Average annual mileage & presentation of badly visible objects on the windscreen: respondents that drive many kilometres had a greater need for this driver support function than respondents that drive fewer kilometres • Type of car possession & presentation of badly visible objects on the windscreen: business car drivers had a greater need for this driver support function than private car drivers • Gender & help with reduced visibility: women had a greater need for this kind of support in the ideal driver support system than men • Gender & help with regulating speed on rural roads: men had a greater need for this kind of support in the ideal driver support system than women • Gender & help with negotiating non-signalised intersections on rural roads: women had a greater need for this kind of support in the ideal driver support system than men • Gender & help with negotiating non-signalised intersections on urban roads: women had a greater need for this kind of support in the ideal driver support system than men • Education & help with congestion driving: higher educated respondents had a greater need for this kind of support in the ideal driver support system than lower educated respondents • Average annual mileage & help with congestion driving: respondents that drive many kilometres had a greater need for this kind of support in the ideal driver support system than respondents that drive fewer kilometres Driver characteristics did not appear to have an effect on the perceived needs for support with imminent crash situations. Evidently, all respondents regardless of their background thought this kind of support was important. Also most ‘types’ of blind spot warnings were not influenced by characteristics of the driver. Education did not have an influence on the needs for the ten most popular driver support functions, nor did frequency of car driving and years of driving experience on the ten most popular types of driver assistance in the ideal driver support system. It was surprising that the ‘single’ function with respect to reduced visibility was more wanted by men than by women, while help from the ideal system with this situation was more wanted by women than by men. Apparently, it is of importance whether respondents had to indicate their needs for ‘single’ functions compared to choosing their most favoured types of driver assistance in the ideal driver support system. Response group Participants for the survey were invited in two ways, namely via a market agency and via personal and business contacts (see 3.4). Both response groups belonged to the target group (i.e. Dutch people holding a driving licence) and had to fill in the same questions about their needs for driver support. Therefore, it was decided to analyze both groups together. To check whether this had consequences for the results from the survey, statistical analyses were performed. First, the two groups were compared to each other with respect to the eight driver characteristics (e.g. gender, age) by means of chi-square tests. Results from these tests showed that the composition of the groups was not the same. The groups significantly differed from each other with respect to all of the characteristics, except for average annual mileage and type of car possession (p<0.05). For example, the ‘Internet panel’ group consisted of (1) more female respondents, (2) more older respondents, (3) less highly-educated respondents, (4) more respondents that drove over three times a week, (5) more respondents with over 10 years of driving experience and (6) less respondents that were (very) familiar with ACC. Second, chi-square tests were performed to see whether the response group had an influence on the top 10 of most popular driver support functions (table 6). As above, two types of analyses were performed: (1) only focussing on the sub-sample indicating to have a (great) need for the concerned driver support function and (2) focussing on all respondents. The first type of chi-square tests showed no significant results (p<0.05). This means that for each popular function, the distribution of the variable ‘response group’ in the sub-sample did not differ from the distribution of this variable in the total sample. Consider, for example, response group and the perceived needs for warnings for 37 downstream traffic conditions on motorways in table 23. It can be seen that 71.0% of the respondents that indicated to have a (great) need for this function was from the ‘self-gathered’ group and 29.0% was from the ‘Internet panel’ group. This distribution appeared not to significantly differ from the distribution of response group in the total sample, namely 70.5% and 29.5% respectively. Self-gathered Internet panel Total # observed 672 274 946 % observed 71.0 29.0 100.0 % sample 70.5 29.5 100.0 Table 23. Response group and ‘warning for downstream traffic condition – motorway’ (sub-sample) The second type of chi-square tests showed significant results for blind spot warnings at (non-) signalised intersections on rural roads (p<0.05). Thus, it appeared that response group had an influence on the perceived needs for these two driver support functions. Respondents from the Internet panel group showed a greater need for blind spot warnings at non-signalised intersections on rural roads than respondents from the self-gathered group (84.5% vs. 77.3%). This also applied to blind spot warnings at signalised intersections on rural roads (76.1% vs. 69.5%). Besides response group, age and years of driving experience appeared to have an influence on the needs of this latter driver support function (see above). However, no other driver characteristics than response group appeared to influence the needs for the former driver support function. In this case, the way respondents were invited to the survey probably affected the perceived needs for driver assistance. Third, chi-square tests were also performed to see whether the response group had an influence on the top 10 of most popular types of driver assistance in the ideal driver support system (table 9). Again, two types of analyses were performed: (1) only focussing on the sub-sample indicating to want the concerned type of driver assistance in the ideal system and (2) focussing on all respondents. Both types of analyses showed significant results with respect to support from the ideal system with congestion driving on motorways. It appeared that the distribution of the variable ‘response group’ in the sub-sample significantly differed from the distribution of this variable in the total sample (p= .007). Based on the distribution of response group in the total sample, it was expected that more respondents from the Internet panel group and less respondents from the self-gathered group would have a need for this type of driver assistance. The results indicated the opposite, so it can be said that this type of driver assistance was more popular among respondents from the self-gathered group. This result corresponds to the result from the second type of chi-square tests. Namely, it was found that respondents from the self-gathered group appeared to have a greater need for the ideal system to support with congestion driving on motorways than respondents from the Internet panel group (44.9% vs. 35.9%). This can possibly be explained by the different composition of the two groups with respect to gender, age, education and familiarity with ACC. These variables already appeared to have an influence on the perceived needs for types of driver assistance in the ideal driver support system. Summarizing, it may be stated that response group appeared to have an influence on the perceived needs for certain driver support functions and types of assistance in the ideal driver support system. Probably, this influence can be attributed to the different composition of the two groups (self-gathered and Internet panel) with respect to background characteristics, such as gender, age and education. 38 5. Discussion This section discusses the results from the user needs survey. First, implications for the possible integration of driver support functions are considered. Next, the results are compared to what is known from the conceptual model of user needs for driver assistance. Finally, advantages and disadvantages of the used method (i.e. survey) will be dealt with as well. 5.1 Implications for integrated driver assistance The aim of the survey was to reflect the needs of the driver with respect to driver assistance. Generally, it seems that respondents want to be well informed when driving. It was noticed that respondents had a need for a reasonable number of driver support functions. Besides, the ideal system should certainly provide help with more than one driving task or situation. These needs of the driver will have consequences for the possible integration of driver support functions. It was recognised that a shift has to be made from ADAS that only include one kind of support to ADAS that consist of integrated driver assistance. Technical integration should be taken into account, so that different functions can use the same components, such as sensors. Aspects surrounding the Human-MachineInterface (HMI) are important to prevent the driver from overload and confusion. Different functions should use one interface with information management to give priority to certain information. The HMI should also be easily adjustable, because respondents would like to have the possibility to choose the type of assistance and feedback. Attention should be given to the functional operation of integrated driver assistance as well. ADAS should make use of each others information, for example by intervehicle communication. This applies to functions such as warnings for downstream traffic conditions. Communication between functions within the vehicle needs also consideration. Imagine a driver support system that includes assistance with car following and assistance during reduced visibility. The functions in question should exchange information to extend their individual field of activity, for example, in terms of maintaining an increased headway in reduced visibility situations. 5.2 Contribution to conceptual model Based on earlier research into user needs for driver assistance, a conceptual model was formulated (see 2.2). This model related these user needs to characteristics of the driver, the driver assistance and the traffic scene. The user needs survey aimed at filling knowledge gaps in the conceptual model and moving the state-of-the-art on (integrated) driver assistance forward. Figure 4 shows the conceptual model. The opinion of the driver on driver assistance is presented by arrow [1]. This opinion may be influenced by characteristics of the driver and the system. Besides, it may be influenced by characteristics of the traffic scene; see arrow [2]. The bold characteristics appeared to influence the perceived needs for driver assistance according to the results from the survey. Characteristics in parentheses were not taken into account in this survey. In this research, it was studied to what extent driver characteristics affected the perceived needs for the ten most popular (1) driver support functions and (2) types of assistance in the ideal driver support system. The influences of driver characteristics were sometimes ambiguous. However, gender revealed to have the most connections with the perceived needs. Men and women had equal needs for driver assistance. However, these needs differed per driving task or situation. For example, women had a greater need for help from the ideal system with reduced visibility situations and negotiating non-signalised intersections on rural and urban roads, while men had a greater need for help with regulating speeds on rural roads. The average annual mileage appeared to be related to a need for support with congestion driving or driver fatigue. The more kilometres one drove, the more one indicated to have a need for these kinds of support. Driver characteristics did not appear to have an effect on the perceived needs for support with imminent crash situations. Evidently, all respondents 39 regardless of their background thought this kind of support was important. It must be noted, that the results only focussed on the most favoured driver assistance. It might be possible, that more relations between driver characteristics and perceived needs for driver support appear, when all results are considered. However, due to time constraint, these analyses were not conducted. Traffic scene • • • • Critical situation Weather/visibility Road type Other traffic Driver • • • • • • • • • • • • Gender Age Education Driving experience Type of car possession Familiarity with ADAS (Nationality) (Target group) (Driving style) (Psychological factors) (Family situation) (Income) [2] Driver assistance [1] • • • • • System/function Level of support (Feedback) (Overrulability) (Price) Vehicle Figure 4. Influence of several characteristics on the needs for driver assistance Compared to driver characteristics, aspects of the driver assistance and the traffic scene were more likely to affect the perceived needs for driver support. Respondents indicated to have the greatest need for driver support functions related to regulating speed, lane changing, negotiating intersections, imminent crash and reduced visibility. Especially warnings for downstream traffic conditions and warnings for traffic in blind spots were favoured. The ideal driver support system should, according to the respondents, provide help with (combinations of) reduced visibility, imminent crash and car following on motorways. Respondents indicated in particular to have (certainly) no need for any of the driver support functions concerning lane keeping. This type of assistance was also very unpopular in the ideal system. These findings are in accordance with what is already known from earlier literature. Respondents would mainly like their cars to help them by giving information or warnings. Automatic actions from the car were unpopular. However, in some cases respondents did want the car to take over: when they want to maintain a self-chosen speed on motorways or rural roads and when they are driving in traffic jams, irrespective of the road type. Generally, control functions were less popular, because drivers indicated to want to stay in full command of the car. This fits in with results from literature. According to the results from the survey, respondents thought that the ideal driver support system should generally make car driving easier. The system should provide assistance similar to the ‘normal’ driving behaviour of the driver concerned. However, it also seems that drivers would like their cars to help them in critical situations. For example, warnings for an imminent crash and assistance during reduced visibility supported this view. This is consistent with earlier research. Besides, most respondents indicated that the ideal system should give more support in busy traffic and deviant situations, for example when they are tired or when the weather is bad. In general, the results showed that there was a great need for driver assistance during driving on motorways. However, driver support 40 functions that were more wanted on rural roads than on motorways and urban roads were information on speed limit and warning for exceeding speed limit. There appeared to be no greater need for specific functions on urban roads compared to rural roads. 5.3 Conducting the survey Drivers can be regarded as ‘hands-on’ experts in car driving. Therefore, it seems relevant to ask them to indicate their needs for driver assistance. However, this methodology can bring along some limitations. A limitation of this user needs survey is the fact that the driver support functions were presented hypothetically. A few respondents said at the end of the survey, that it was rather hard to indicate whether or not they had needs for the presented driver assistance, because they did not have any experience with it. Instead of needs, one could also speak of interests. To some extent, it is uncertain whether respondents understood everything correctly. Pilot testing was done to diminish the chance of wrong comprehension. The survey included one picture to clarify the ‘vision enhancement’ function. This function turned out to be the tenth most popular driver support function. It is unclear whether presenting the picture had an influence on the perceived popularity of the function. A few respondents wrote down at the end of the survey that the 5-point rating scales seemed contra-intuitive to them, because 1 concerned a positive answer and 5 a negative. However, it is thought that respondents did not mix up the answering categories, because a mouse tip was included that showed the meaning of the number next to the pointer of the mouse (see appendix A). It was expected that giving a socially desirable answer played a role when answering the statement on the ideal driver support system about doing other things while the car takes over driving tasks. Most respondents did not want to do other things that are not related to driving. However, this conflicts with what often can be seen in the ‘real’ world. Furthermore, respondents may be influenced by their familiarity with forms of driver assistance. In this study, it appeared that familiarity with ACC affected the perceived needs for warnings for downstream traffic conditions and help with car following and congestion driving on motorways. This possibly also explains the great perceived need for support on motorways, because systems already available on the market, such as regular cruise control and ACC, are merely designed to operate on motorways. Besides, research shows that in most cases drivers were more positive about a driver support system after having gained experience with it (TRG, 2003). This user needs survey will be continued by means of a driving simulator experiment (see 6.2). In this way the predictive power of the survey will be investigated. In this questionnaire, respondents had to express the extent to which they would like to have driver assistance by indicating their needs for driver support functions and by formulating their ideal driver support system. The ideal system was not “directly” linked to the single driver support functions, because respondents had to indicate driving tasks and situations (not functions) that the system should provide support with. For future research, it is recommended to formulate the ideal system in terms of driver support functions. For example, respondents to this survey were presented a ‘personalized’ table that showed all driver support functions for which the respondent had a significant need according to his or her previous answers. Instead of choosing driving tasks and situations to be supported by the ideal system, respondents could also have indicated which driver support functions from the ‘personalized’ table should be included in the ideal system. Several ways exist to distribute a questionnaire. In this study, the choice was made to design a computer-based questionnaire for distribution on the Internet. In spite of the many benefits of this approach, there is one major drawback. Access via the Internet introduces bias, because only Internet users can fill in the questionnaire. This could also be seen from the frequency of Internet usage: more than 97% of the respondents indicated to regularly make use of the Internet. However, it should be kept in mind that the number of current Internet users is high and still growing (TNS NIPO, 2002). Another limitation may be the selection of participants. Some people may be more willing to participate in the survey than others, for example, because they like the subject of the survey (McKinsey, 2005). In particular, the invitation of participants via personal and business contacts can 41 lead to inherent bias. Statistical tests revealed that response group (i.e. self-gathered or Internet panel) appeared to have an influence on the perceived needs for certain driver support functions and types of assistance in the ideal driver support system. Probably, this influence can be attributed to the different composition of the two groups with respect to background characteristics, such as gender and age. The total sample appeared not to significantly resemble the target group of Dutch car drivers. However, weighting cases compensated for this bias. It was stated that the results from the sample could be regarded as strongly directional for those of the target group. 42 6. Conclusions and future work In this chapter conclusions are drawn and an outlook for further work is highlighted. 6.1 Conclusions The car driver of tomorrow will enjoy an increasing variety of in-vehicle systems that assist him or her in the driving task. This report discussed the perceived needs of the driver for driver assistance. By means of a user needs survey, car drivers were asked to indicate their needs for support from their cars during certain driving tasks and situations. It appeared that warnings for downstream traffic conditions and warnings for traffic in blind spots were favoured. Besides, the respondents preferred the ideal system to give support in critical situations, such as an imminent crash and reduced visibility. Based on these needs, it was recognised that a shift has to be made from ADAS that only include one kind of support to ADAS that consist of integrated driver assistance. Because most preferred driver support functions consist of information and warnings, issues surrounding the HMI are important. Different functions should use one interface with information management to prevent the driver from overload and confusion during car driving. Furthermore, functional integration should be emphasized. Functions should make use of each other’s information to extend their individual field of activity. Consider, for example, warnings for imminent crash situations based on sensor data fusion. Or think of inter-vehicle communication that applies to functions such as warnings for downstream traffic conditions. 6.2 Future work As explained in the introduction, the results from this user needs survey serve as a basis for creating an integrated driver support system. Based on the survey results, a “Congestion Assistant” was developed. This system fits with the following needs that scored high in the user needs survey: • Warnings for downstream traffic conditions • Help with congestion driving The Congestion Assistant provides the driver with the following types of help dependent on the state of the traffic flow; see table 24. Phase Before traffic jam Just before traffic jam In traffic jam Driver support function Warning for downstream congestion (display) Support with slowing down by haptic feedback (active gas pedal) Take-over of longitudinal driving task (automatic Stop & Go) Information on duration of congestion (display) Table 24. Characteristics of the “Congestion Assistant” It is assumed that the system can decide on the state of the traffic flow, and thus the type of help to provide, based on data from the surrounding traffic by means of inter-vehicle communication. The transitions between the phases are of particular interest. The impacts of the Congestion Assistant on the driver were investigated by means of a driving simulator experiment. This experiment took place at TNO in Soesterberg in May 2005. 37 subjects drove four trips in different conditions. These conditions consisted of the combinations of two factors: system (on, off) and visibility (normal, fog). The fog condition was added, because help from the car during reduced visibility situations was often mentioned in the user needs survey. Data analysis will focus on the effects of the system on driving behaviour, workload and acceptance. Driving behaviour was investigated by measuring the lateral and longitudinal control performance. Workload was assessed by means of the Peripheral Detection Task (PDT), heart rate and the subjective mental effort scale (RSME). Furthermore, questionnaires were 43 used to examine the acceptance of and the willingness to buy the Congestion Assistant (e.g. Van der Laan scale and Juster scale). The outcomes of the driver simulator experiment will be placed in perspective by assessing the impacts of the Congestion Assistant on the traffic flow, in terms of traffic safety and efficiency, using microscopic traffic simulation. 44 References Becker, S. Brockmann, M., Mertens, A., Niu, R. and Sonntag, A. (1995) ‘User Acceptance and Willingness to Pay for Advanced Driver Support Systems’. Paper presented at the TRAFFIC Technology Europe Conference, Berlin Bekiaris, E., Petica, S. and Brookhuis, K.A. (1997) ‘Driver needs and public acceptance regarding telematic in-vehicle emergency control aids’. Paper presented at the 4th World Congress on ITS, Berlin Blackwell, R.D., Miniard, P.W. and Engel, J.F. (2001). Consumer behavior, Harcourt College Publishers, Fort Worth Blythe, P.T. and Curtis, A.M. (2004) ‘Advanced Driver Assistance Systems: gimmick or reality?’. Paper presented at the 11th World Congress on ITS, Nagoya Bridger, R. and Patience, C. (1998) Consumer Attitudes to and Acceptance of Driver Assistance Technologies, http://www.aapolicy.com/aamotoringtrust/pdf/consumer_attitudes.pdf, consulted: March 2003 Buijs, A. (1993) Statistiek om mee te werken, Stenfert Kroese, Leiden [in Dutch] Büsher and Frese (1998) IN-ARTE; User needs survey, Deliverable 3.2 Cauzard, J.-P. (ed.) 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(2000) ‘Drivers’ acceptance of automatic speed limiters: implications for policy and implementation’, Transport Policy, Vol. 7, no. 4, pp. 259-267 CRA (1998) Consumer Acceptance of Automotive Avoidance Devices; A report of qualitative research, Charles River Associates Inc., Boston European Commission (2002) Final Report of the eSafety Working Group on Road Safety, Brussels Garvill, J., Marell, A. and Westin, K. (2003) ‘Factors influencing drivers’ decision to install an electronic speed checker in the car’, Transportation Research Part F, Vol. 6, no. 1, pp. 37-43 Marchau, V.A.W.J. (2000) Technology assessment of Automated Vehicle Guidance; Prospects for automated driving implementation, Delft University Press, Delft Marchau, V.A.W.J., Penttinen, M., Wiethoff, M. and E.J.E. Molin (2001) ‘Stated preferences regarding Advanced Driver Assistance Systems (ADAS) of European drivers’, European Journal of Transport and Infrastructure Research, Vol. 1, no. 3, pp. 291-308 Mariani, M., Veltri, G., Montanari, R., Peterson, D., Karlsson, B. and Amditis, A. (2000) COMUNICAR; User needs, Deliverable 2.2 McIntosh, J.L. (1997) ‘Acceptance of ' ITS'by Australian motorists’. Paper presented at 4th World Congress on ITS, Berlin McKinsey (2005) 21minuten.nl, http://www.21minuten.nl, consulted: May 2005 [in Dutch] 45 McKnight, A.J, and Adams, B.B. (1970) Driver Education Task Analysis: Volume 1. Task Descriptions, National Highway Traffic Safety Administration, Washington DC Michon, J.A. (1985) ‘A critical view of driver behavior models: what do we know, what should we do?’, in Evans, L. and Schwing, R.C. (eds.) Human behavior and traffic safety, Plenum Press, New York, pp. 485-524 Ministry of Transport, Public Works and Water Management (2004) Nota Mobiliteit; Naar een betrouwbare en voorspelbare bereikbaarheid, The Hague [in Dutch] Ortúzar, J. de D. (2000) Stated preference modelling techniques, PTRC Education & Research Services, London Piao, J., McDonald, M. and Vöge, T. (2004) ‘An assessment of user acceptance of ADAS/AVG systems from a questionnaire in Southampton’. Paper presented at the 11th World Congress on ITS, Nagoya Polydoropoulou, A., Gopinath, D.A. and Ben-Akiva, M. (1997) ‘Willingness to pay for Advanced Traveler Information Systems; SmarTraveler case study’, Transportation Research Record 1588 Regan, M.A., Mitsopoulos, E., Haworth, N., and Young, K.L. (2002) Acceptability of in-vehicle intelligent transport systems to Victorian drivers, Monash University Accident Research Centre, Victoria Rice, J.A. (1994) Mathematical statistics and data analysis, Duxbury Press, Belmont Rienstra, S. and Rietveld, P. (1996) ‘Speed behavior of car drivers’, Transportation Research Part D, Vol. 1, no. 2, pp. 97-110 Schmeidler, K. (2002) ‘Acceptance of Advanced Assistance Systems by Czech Drivers’. Paper presented at the Safety on Roads International Conference (SORIC), Bahrain SWOV Institute for Road Safety Research (2002) BIS-V, http://www.swov.nl/cognos/cgibin/ppdscgi.exe, consulted: January 2004 TNS NIPO (2002) E-monitor, http://www.tns-nipo.com, consulted: June 2004 TRG (1998) DIATS; User preference and behavioural changes from ATT systems, Deliverable 13-14 TRG (2003) STARDUST; Assessment of behavioural acceptance of intelligent infrastructure and ADAS/AVG systems, Deliverable 4 Turrentine, T., Sperling, D. and Hungerford, D. (1991) ‘Consumer acceptance of adaptive cruise control and collision avoidance systems’, Transportation Research Record 1318 Van der Heijden, R.E.C.M. and Molin, E.J.E. (1999) ‘The societal support for electronic driver support systems; The case of the intelligent speed adapter’, in Van der Heijden, R.E.C.M. and Wiethoff, M. (eds.) Automation of Car Driving; Exploring societal impacts and conditions, Delft University Press, Delft, pp. 193-208 Van Driel, C.J.G. & Van Arem, B. (2004) ‘What about the integration of driver support functions?’. Paper presented at the 11th World Congress on ITS, Nagoya Van Hoorebeeck, B. (2000) Meting van het maatschappelijk draagvlak voor intelligente snelheidsbegrenzers, BIVV Belgisch Instituut voor de Verkeersveiligheid, Brussels [in Dutch] Várhelyi, A. (2000) ‘A large scale trial with Intelligent Speed Adaptation in Lund, Sweden’. Paper presented at the 7th World Congress on ITS, Turin Wevers, K., Bekiaris, A., Boverie, S., Burns, P., Frese, T., Harms, L., Martens, M., Saroldi, A., Spigai, M. and Widlroither, H. (1999) ‘Integration of driver support systems; The IN-ARTE Project’. Paper presented at the 6th World Congress on ITS, Toronto 46 Young, K.L., Regan, M.A., Mitsopoulos, E. and Haworth, N. (2003) Acceptability of in-vehicle intelligent transport systems to young novice drivers in NSW, Monash University Accident Research Centre, Victoria 47 48 Appendix A – The questionnaire This appendix shows the computer screens of the user needs survey when it was online on the Internet. The survey was in Dutch. Introduction 49 Background questions 50 Information about help from the car during driving 51 Questions about the needs for driver support functions 52 53 54 When respondents indicated in the first part to have (certainly) no need for driver support with respect to the concerned driving task, for example ‘afstand houden’ (car following), the following extra question was asked. This extra question was about the extent to which the participant would have a need for help from the car with the driving task during deviant situations, for example when the weather is bad. 55 56 57 58 59 ‘Personalized’ table with indicated needs for driver support functions based on the respondent’s previous answers 60 Questions about the ideal driver support system 61 When respondents forgot to give an answer, they got the following message to go back and please answer the question. 62 63 Background questions, including a question about the willingness to participate in the follow-up of this user needs survey: a driving simulator study 64 End of questionnaire with possibility for comments 65 66 Appendix B – The AIDA user group The AIDA knowledge centre has a user group in which interested parties from the government and business world participate. The purpose of the user group is to maximise the usefulness of the research results by having the group give feedback before and during the research on the plans and intermediate results. The following organisations are represented in the user group: - ANWB - BOVAG - DaimlerChrysler, Research and Technology, Information and Communication / Assisting Systems - Groeneveld - KNV - KPN - Ministry of Transport, Public Works and Water Management, Directorate-General for Passenger Transport (DGP) - TNO Science and Industry – Automotive - Vialis Traffic & Mobility 67 68 Appendix C – Driver support functions: frequencies This appendix shows the results from the frequency statistics with respect to the 113 presented driver support functions. Note that this appendix is for the most part in Dutch. a = auto(snel)weg – motorway p = provinciale weg – rural road s = weg in stad/dorp – urban road Snelheid regelen – Regulating speed Informatie over snelheidslimiet - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 211 402 209 153 74 1049 Percent 20.1 38.3 19.9 14.6 7.1 100.0 Valid Percent 20.1 38.3 19.9 14.6 7.1 100.0 Cumulative Percent 20.1 58.4 78.4 92.9 100.0 Informatie over snelheidslimiet - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 272 399 243 96 39 1049 Percent 25.9 38.0 23.2 9.2 3.7 100.0 Valid Percent 25.9 38.0 23.2 9.2 3.7 100.0 Cumulative Percent 25.9 64.0 87.1 96.3 100.0 Informatie over snelheidslimiet - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 218 318 224 193 96 1049 Percent 20.8 30.3 21.4 18.4 9.2 100.0 Valid Percent 20.8 30.3 21.4 18.4 9.2 100.0 Cumulative Percent 20.8 51.1 72.4 90.8 100.0 69 Waarschuwing bij overschrijden van geldende snelheidslimiet - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 176 365 245 182 81 1049 Percent 16.8 34.8 23.4 17.3 7.7 100.0 Valid Percent 16.8 34.8 23.4 17.3 7.7 100.0 Cumulative Percent 16.8 51.6 74.9 92.3 100.0 Waarschuwing bij overschrijden van geldende snelheidslimiet - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 226 391 252 122 58 1049 Percent 21.5 37.3 24.0 11.6 5.5 100.0 Valid Percent 21.5 37.3 24.0 11.6 5.5 100.0 Cumulative Percent 21.5 58.8 82.8 94.5 100.0 Waarschuwing bij overschrijden van geldende snelheidslimiet - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 214 357 235 158 85 1049 Percent 20.4 34.0 22.4 15.1 8.1 100.0 Valid Percent 20.4 34.0 22.4 15.1 8.1 100.0 Cumulative Percent 20.4 54.4 76.8 91.9 100.0 De auto houdt automatisch snelheid constant volgens geldende snelheidslimiet - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 132 273 235 224 185 1049 Percent 12.6 26.0 22.4 21.4 17.6 100.0 Valid Percent 12.6 26.0 22.4 21.4 17.6 100.0 Cumulative Percent 12.6 38.6 61.0 82.4 100.0 70 De auto houdt automatisch snelheid constant volgens geldende snelheidslimiet - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 131 268 240 237 173 1049 Percent 12.5 25.5 22.9 22.6 16.5 100.0 Valid Percent 12.5 25.5 22.9 22.6 16.5 100.0 Cumulative Percent 12.5 38.0 60.9 83.5 100.0 De auto houdt automatisch snelheid constant volgens geldende snelheidslimiet - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 110 191 204 312 232 1049 Percent 10.5 18.2 19.4 29.7 22.1 100.0 Valid Percent 10.5 18.2 19.4 29.7 22.1 100.0 Cumulative Percent 10.5 28.7 48.1 77.9 100.0 Waarschuwing bij overschrijden van zelfgekozen snelheid - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 121 317 262 226 123 1049 Percent 11.5 30.2 25.0 21.5 11.7 100.0 Valid Percent 11.5 30.2 25.0 21.5 11.7 100.0 Cumulative Percent 11.5 41.8 66.7 88.3 100.0 Waarschuwing bij overschrijden van zelfgekozen snelheid - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 125 317 263 228 116 1049 Percent 11.9 30.2 25.1 21.7 11.1 100.0 Valid Percent 11.9 30.2 25.1 21.7 11.1 100.0 Cumulative Percent 11.9 42.1 67.2 88.9 100.0 71 Waarschuwing bij overschrijden van zelfgekozen snelheid - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 118 262 252 264 153 1049 Percent 11.2 25.0 24.0 25.2 14.6 100.0 Valid Percent 11.2 25.0 24.0 25.2 14.6 100.0 Cumulative Percent 11.2 36.2 60.2 85.4 100.0 De auto houdt automatisch zelfgekozen snelheid constant - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 232 401 208 121 87 1049 Percent 22.1 38.2 19.8 11.5 8.3 100.0 Valid Percent 22.1 38.2 19.8 11.5 8.3 100.0 Cumulative Percent 22.1 60.3 80.2 91.7 100.0 De auto houdt automatisch zelfgekozen snelheid constant - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 171 384 250 147 97 1049 Percent 16.3 36.6 23.8 14.0 9.2 100.0 Valid Percent 16.3 36.6 23.8 14.0 9.2 100.0 Cumulative Percent 16.3 52.9 76.7 90.8 100.0 De auto houdt automatisch zelfgekozen snelheid constant - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 106 215 211 317 200 1049 Percent 10.1 20.5 20.1 30.2 19.1 100.0 Valid Percent 10.1 20.5 20.1 30.2 19.1 100.0 Cumulative Percent 10.1 30.6 50.7 80.9 100.0 72 Waarschuwing bij onveilige snelheid gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 257 392 254 106 40 1049 Percent 24.5 37.4 24.2 10.1 3.8 100.0 Valid Percent 24.5 37.4 24.2 10.1 3.8 100.0 Cumulative Percent 24.5 61.9 86.1 96.2 100.0 Waarschuwing bij onveilige snelheid gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 261 410 233 107 38 1049 Percent 24.9 39.1 22.2 10.2 3.6 100.0 Valid Percent 24.9 39.1 22.2 10.2 3.6 100.0 Cumulative Percent 24.9 64.0 86.2 96.4 100.0 Waarschuwing bij onveilige snelheid gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 221 350 247 162 69 1049 Percent 21.1 33.4 23.5 15.4 6.6 100.0 Valid Percent 21.1 33.4 23.5 15.4 6.6 100.0 Cumulative Percent 21.1 54.4 78.0 93.4 100.0 De auto past automatisch snelheid aan aan actuele omstandigheden - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 94 197 317 268 173 1049 Percent 9.0 18.8 30.2 25.5 16.5 100.0 Valid Percent 9.0 18.8 30.2 25.5 16.5 100.0 Cumulative Percent 9.0 27.7 58.0 83.5 100.0 73 De auto past automatisch snelheid aan aan actuele omstandigheden - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 91 203 311 264 180 1049 Percent 8.7 19.4 29.6 25.2 17.2 100.0 Valid Percent 8.7 19.4 29.6 25.2 17.2 100.0 Cumulative Percent 8.7 28.0 57.7 82.8 100.0 De auto past automatisch snelheid aan aan actuele omstandigheden - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 75 176 279 301 218 1049 Percent 7.1 16.8 26.6 28.7 20.8 100.0 Valid Percent 7.1 16.8 26.6 28.7 20.8 100.0 Cumulative Percent 7.1 23.9 50.5 79.2 100.0 Waarschuwing over verkeerscondities verderop, bv. file, werkzaamheden, ongeluk - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 517 429 81 13 9 1049 Percent 49.3 40.9 7.7 1.2 .9 100.0 Valid Percent 49.3 40.9 7.7 1.2 .9 100.0 Cumulative Percent 49.3 90.2 97.9 99.1 100.0 Waarschuwing over verkeerscondities verderop, bv. file, werkzaamheden, ongeluk - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 420 464 131 21 13 1049 Percent 40.0 44.2 12.5 2.0 1.2 100.0 Valid Percent 40.0 44.2 12.5 2.0 1.2 100.0 Cumulative Percent 40.0 84.3 96.8 98.8 100.0 74 Waarschuwing over verkeerscondities verderop, bv. file, werkzaamheden, ongeluk - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 297 376 219 110 47 1049 Percent 28.3 35.8 20.9 10.5 4.5 100.0 Valid Percent 28.3 35.8 20.9 10.5 4.5 100.0 Cumulative Percent 28.3 64.2 85.0 95.5 100.0 De auto past automatisch snelheid aan aan verkeerscondities verderop - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 104 232 339 247 127 1049 Percent 9.9 22.1 32.3 23.5 12.1 100.0 Valid Percent 9.9 22.1 32.3 23.5 12.1 100.0 Cumulative Percent 9.9 32.0 64.3 87.9 100.0 De auto past automatisch snelheid aan aan verkeerscondities verderop - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 86 221 336 269 137 1049 Percent 8.2 21.1 32.0 25.6 13.1 100.0 Valid Percent 8.2 21.1 32.0 25.6 13.1 100.0 Cumulative Percent 8.2 29.3 61.3 86.9 100.0 De auto past automatisch snelheid aan aan verkeerscondities verderop - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 69 168 293 326 193 1049 Percent 6.6 16.0 27.9 31.1 18.4 100.0 Valid Percent 6.6 16.0 27.9 31.1 18.4 100.0 Cumulative Percent 6.6 22.6 50.5 81.6 100.0 75 Koershouden – Lane keeping Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op grotendeels rechte stukken - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 126 325 308 207 83 1049 Percent 12.0 31.0 29.4 19.7 7.9 100.0 Valid Percent 12.0 31.0 29.4 19.7 7.9 100.0 Cumulative Percent 12.0 43.0 72.4 92.1 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op grotendeels rechte stukken - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 102 301 283 260 103 1049 Percent 9.7 28.7 27.0 24.8 9.8 100.0 Valid Percent 9.7 28.7 27.0 24.8 9.8 100.0 Cumulative Percent 9.7 38.4 65.4 90.2 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op grotendeels rechte stukken - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 36 115 243 419 236 1049 Percent 3.4 11.0 23.2 39.9 22.5 100.0 Valid Percent 3.4 11.0 23.2 39.9 22.5 100.0 Cumulative Percent 3.4 14.4 37.6 77.5 100.0 De auto blijft automatisch binnen rijstrook op grotendeels rechte stukken - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 102 268 313 229 137 1049 Percent 9.7 25.5 29.8 21.8 13.1 100.0 Valid Percent 9.7 25.5 29.8 21.8 13.1 100.0 Cumulative Percent 9.7 35.3 65.1 86.9 100.0 76 De auto blijft automatisch binnen rijstrook op grotendeels rechte stukken - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 83 240 308 266 152 1049 Percent 7.9 22.9 29.4 25.4 14.5 100.0 Valid Percent 7.9 22.9 29.4 25.4 14.5 100.0 Cumulative Percent 7.9 30.8 60.2 85.5 100.0 De auto blijft automatisch binnen rijstrook op grotendeels rechte stukken - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 34 99 223 422 271 1049 Percent 3.2 9.4 21.3 40.2 25.8 100.0 Valid Percent 3.2 9.4 21.3 40.2 25.8 100.0 Cumulative Percent 3.2 12.7 33.9 74.2 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op bochtige stukken - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 114 279 317 240 99 1049 Percent 10.9 26.6 30.2 22.9 9.4 100.0 Valid Percent 10.9 26.6 30.2 22.9 9.4 100.0 Cumulative Percent 10.9 37.5 67.7 90.6 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op bochtige stukken - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 94 263 320 262 110 1049 Percent 9.0 25.1 30.5 25.0 10.5 100.0 Valid Percent 9.0 25.1 30.5 25.0 10.5 100.0 Cumulative Percent 9.0 34.0 64.5 89.5 100.0 77 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook op bochtige stukken - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 49 125 241 402 232 1049 Percent 4.7 11.9 23.0 38.3 22.1 100.0 Valid Percent 4.7 11.9 23.0 38.3 22.1 100.0 Cumulative Percent 4.7 16.6 39.6 77.9 100.0 De auto blijft automatisch binnen de rijstrook op bochtige stukken - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 87 235 303 274 150 1049 Percent 8.3 22.4 28.9 26.1 14.3 100.0 Valid Percent 8.3 22.4 28.9 26.1 14.3 100.0 Cumulative Percent 8.3 30.7 59.6 85.7 100.0 De auto blijft automatisch binnen de rijstrook op bochtige stukken - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 86 220 289 297 157 1049 Percent 8.2 21.0 27.6 28.3 15.0 100.0 Valid Percent 8.2 21.0 27.6 28.3 15.0 100.0 Cumulative Percent 8.2 29.2 56.7 85.0 100.0 De auto blijft automatisch binnen de rijstrook op bochtige stukken - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 42 109 238 397 263 1049 Percent 4.0 10.4 22.7 37.8 25.1 100.0 Valid Percent 4.0 10.4 22.7 37.8 25.1 100.0 Cumulative Percent 4.0 14.4 37.1 74.9 100.0 78 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook bij versmalde rijstroken door werkzaamheden - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 131 308 319 204 87 1049 Percent 12.5 29.4 30.4 19.4 8.3 100.0 Valid Percent 12.5 29.4 30.4 19.4 8.3 100.0 Cumulative Percent 12.5 41.8 72.3 91.7 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook bij versmalde rijstroken door werkzaamheden - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 109 284 319 234 103 1049 Percent 10.4 27.1 30.4 22.3 9.8 100.0 Valid Percent 10.4 27.1 30.4 22.3 9.8 100.0 Cumulative Percent 10.4 37.5 67.9 90.2 100.0 Waarschuwing bij dreigen van onbedoeld verlaten van rijstrook bij versmalde rijstroken door werkzaamheden - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 62 157 277 352 201 1049 Percent 5.9 15.0 26.4 33.6 19.2 100.0 Valid Percent 5.9 15.0 26.4 33.6 19.2 100.0 Cumulative Percent 5.9 20.9 47.3 80.8 100.0 De auto blijft automatisch binnen rijstrook bij versmalde rijstroken door werkzaamheden a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 141 266 294 223 125 1049 Percent 13.4 25.4 28.0 21.3 11.9 100.0 Valid Percent 13.4 25.4 28.0 21.3 11.9 100.0 Cumulative Percent 13.4 38.8 66.8 88.1 100.0 79 De auto blijft automatisch binnen rijstrook bij versmalde rijstroken door werkzaamheden p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 110 258 285 256 140 1049 Percent 10.5 24.6 27.2 24.4 13.3 100.0 Valid Percent 10.5 24.6 27.2 24.4 13.3 100.0 Cumulative Percent 10.5 35.1 62.2 86.7 100.0 De auto blijft automatisch binnen rijstrook bij versmalde rijstroken door werkzaamheden s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 57 139 249 372 232 1049 Percent 5.4 13.3 23.7 35.5 22.1 100.0 Valid Percent 5.4 13.3 23.7 35.5 22.1 100.0 Cumulative Percent 5.4 18.7 42.4 77.9 100.0 Afstand houden – Car following Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 166 407 301 137 38 1049 Percent 15.8 38.8 28.7 13.1 3.6 100.0 Valid Percent 15.8 38.8 28.7 13.1 3.6 100.0 Cumulative Percent 15.8 54.6 83.3 96.4 100.0 Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 133 383 317 170 46 1049 Percent 12.7 36.5 30.2 16.2 4.4 100.0 Valid Percent 12.7 36.5 30.2 16.2 4.4 100.0 Cumulative Percent 12.7 49.2 79.4 95.6 100.0 80 Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 75 168 284 362 160 1049 Percent 7.1 16.0 27.1 34.5 15.3 100.0 Valid Percent 7.1 16.0 27.1 34.5 15.3 100.0 Cumulative Percent 7.1 23.2 50.2 84.7 100.0 De auto houdt automatisch (zelfgekozen) veilige volgafstand tot voorligger - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 156 348 319 144 82 1049 Percent 14.9 33.2 30.4 13.7 7.8 100.0 Valid Percent 14.9 33.2 30.4 13.7 7.8 100.0 Cumulative Percent 14.9 48.0 78.5 92.2 100.0 De auto houdt automatisch (zelfgekozen) veilige volgafstand tot voorligger - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 132 309 335 172 101 1049 Percent 12.6 29.5 31.9 16.4 9.6 100.0 Valid Percent 12.6 29.5 31.9 16.4 9.6 100.0 Cumulative Percent 12.6 42.0 74.0 90.4 100.0 De auto houdt automatisch (zelfgekozen) veilige volgafstand tot voorligger - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 76 148 258 363 204 1049 Percent 7.2 14.1 24.6 34.6 19.4 100.0 Valid Percent 7.2 14.1 24.6 34.6 19.4 100.0 Cumulative Percent 7.2 21.4 45.9 80.6 100.0 81 Waarschuwing bij onveilige volgafstand gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 201 464 265 92 27 1049 Percent 19.2 44.2 25.3 8.8 2.6 100.0 Valid Percent 19.2 44.2 25.3 8.8 2.6 100.0 Cumulative Percent 19.2 63.4 88.7 97.4 100.0 Waarschuwing bij onveilige volgafstand gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 180 434 294 110 31 1049 Percent 17.2 41.4 28.0 10.5 3.0 100.0 Valid Percent 17.2 41.4 28.0 10.5 3.0 100.0 Cumulative Percent 17.2 58.5 86.6 97.0 100.0 Waarschuwing bij onveilige volgafstand gezien actuele omstandigheden, bv. mist, bocht, gladheid, nabijheid van kruispunt of school - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 105 257 310 266 111 1049 Percent 10.0 24.5 29.6 25.4 10.6 100.0 Valid Percent 10.0 24.5 29.6 25.4 10.6 100.0 Cumulative Percent 10.0 34.5 64.1 89.4 100.0 De auto past automatisch volgafstand aan aan actuele omstandigheden - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 129 282 307 224 107 1049 Percent 12.3 26.9 29.3 21.4 10.2 100.0 Valid Percent 12.3 26.9 29.3 21.4 10.2 100.0 Cumulative Percent 12.3 39.2 68.4 89.8 100.0 82 De auto past automatisch volgafstand aan aan actuele omstandigheden - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 117 252 331 229 120 1049 Percent 11.2 24.0 31.6 21.8 11.4 100.0 Valid Percent 11.2 24.0 31.6 21.8 11.4 100.0 Cumulative Percent 11.2 35.2 66.7 88.6 100.0 De auto past automatisch volgafstand aan aan actuele omstandigheden - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 66 146 278 360 199 1049 Percent 6.3 13.9 26.5 34.3 19.0 100.0 Valid Percent 6.3 13.9 26.5 34.3 19.0 100.0 Cumulative Percent 6.3 20.2 46.7 81.0 100.0 De auto past automatisch volgafstand aan aan verkeerscondities verderop - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 136 297 325 194 97 1049 Percent 13.0 28.3 31.0 18.5 9.2 100.0 Valid Percent 13.0 28.3 31.0 18.5 9.2 100.0 Cumulative Percent 13.0 41.3 72.3 90.8 100.0 De auto past automatisch volgafstand aan aan verkeerscondities verderop - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 123 271 336 212 107 1049 Percent 11.7 25.8 32.0 20.2 10.2 100.0 Valid Percent 11.7 25.8 32.0 20.2 10.2 100.0 Cumulative Percent 11.7 37.6 69.6 89.8 100.0 83 De auto past automatisch volgafstand aan aan verkeerscondities verderop - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 71 149 297 349 183 1049 Percent 6.8 14.2 28.3 33.3 17.4 100.0 Valid Percent 6.8 14.2 28.3 33.3 17.4 100.0 Cumulative Percent 6.8 21.0 49.3 82.6 100.0 Filerijden – Congestion driving Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 139 347 269 206 88 1049 Percent 13.3 33.1 25.6 19.6 8.4 100.0 Valid Percent 13.3 33.1 25.6 19.6 8.4 100.0 Cumulative Percent 13.3 46.3 72.0 91.6 100.0 Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 112 318 290 229 100 1049 Percent 10.7 30.3 27.6 21.8 9.5 100.0 Valid Percent 10.7 30.3 27.6 21.8 9.5 100.0 Cumulative Percent 10.7 41.0 68.6 90.5 100.0 Waarschuwing bij onvelige afstand tot voorligger: overschrijding van zelfgekozen minimum volgafstand - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 56 177 246 361 209 1049 Percent 5.3 16.9 23.5 34.4 19.9 100.0 Valid Percent 5.3 16.9 23.5 34.4 19.9 100.0 Cumulative Percent 5.3 22.2 45.7 80.1 100.0 84 De auto houdt automatisch veilige volgafstand tot voorligger, incl. optrekken, afremmen - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 219 343 256 143 88 1049 Percent 20.9 32.7 24.4 13.6 8.4 100.0 Valid Percent 20.9 32.7 24.4 13.6 8.4 100.0 Cumulative Percent 20.9 53.6 78.0 91.6 100.0 De auto houdt automatisch veilige volgafstand tot voorligger, incl. optrekken, afremmen - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 163 338 281 169 98 1049 Percent 15.5 32.2 26.8 16.1 9.3 100.0 Valid Percent 15.5 32.2 26.8 16.1 9.3 100.0 Cumulative Percent 15.5 47.8 74.5 90.7 100.0 De auto houdt automatisch veilige volgafstand tot voorligger, incl. optrekken, afremmen - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 94 196 252 312 195 1049 Percent 9.0 18.7 24.0 29.7 18.6 100.0 Valid Percent 9.0 18.7 24.0 29.7 18.6 100.0 Cumulative Percent 9.0 27.6 51.7 81.4 100.0 De auto rijdt automatisch file, incl. binnen rijstrook blijven - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 292 322 244 115 76 1049 Percent 27.8 30.7 23.3 11.0 7.2 100.0 Valid Percent 27.8 30.7 23.3 11.0 7.2 100.0 Cumulative Percent 27.8 58.5 81.8 92.8 100.0 85 De auto rijdt automatisch file, incl. binnen rijstrook blijven - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 219 318 271 153 88 1049 Percent 20.9 30.3 25.8 14.6 8.4 100.0 Valid Percent 20.9 30.3 25.8 14.6 8.4 100.0 Cumulative Percent 20.9 51.2 77.0 91.6 100.0 De auto rijdt automatisch file, incl. binnen rijstrook blijven - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 130 179 256 296 188 1049 Percent 12.4 17.1 24.4 28.2 17.9 100.0 Valid Percent 12.4 17.1 24.4 28.2 17.9 100.0 Cumulative Percent 12.4 29.5 53.9 82.1 100.0 Rijstrookwisselen – Lane changing Waarschuwing bij verkeer in dode hoek - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 403 458 143 29 16 1049 Percent 38.4 43.7 13.6 2.8 1.5 100.0 Valid Percent 38.4 43.7 13.6 2.8 1.5 100.0 Cumulative Percent 38.4 82.1 95.7 98.5 100.0 Waarschuwing bij verkeer in dode hoek - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 352 435 189 57 16 1049 Percent 33.6 41.5 18.0 5.4 1.5 100.0 Valid Percent 33.6 41.5 18.0 5.4 1.5 100.0 Cumulative Percent 33.6 75.0 93.0 98.5 100.0 86 Waarschuwing bij verkeer in dode hoek - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 352 371 186 95 45 1049 Percent 33.6 35.4 17.7 9.1 4.3 100.0 Valid Percent 33.6 35.4 17.7 9.1 4.3 100.0 Cumulative Percent 33.6 68.9 86.7 95.7 100.0 Waarschuwing bij tegenliggers, bv. op bochtige of heuvelachtige stukken of wanneer uw voorligger het zicht wegneemt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 237 404 267 102 39 1049 Percent 22.6 38.5 25.5 9.7 3.7 100.0 Valid Percent 22.6 38.5 25.5 9.7 3.7 100.0 Cumulative Percent 22.6 61.1 86.6 96.3 100.0 Waarschuwing bij tegenliggers, bv. op bochtige of heuvelachtige stukken of wanneer uw voorligger het zicht wegneemt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 166 280 295 221 87 1049 Percent 15.8 26.7 28.1 21.1 8.3 100.0 Valid Percent 15.8 26.7 28.1 21.1 8.3 100.0 Cumulative Percent 15.8 42.5 70.6 91.7 100.0 Aanwijzing dat het veilig is om van rijstrook te wisselen - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 154 306 350 161 78 1049 Percent 14.7 29.2 33.4 15.3 7.4 100.0 Valid Percent 14.7 29.2 33.4 15.3 7.4 100.0 Cumulative Percent 14.7 43.9 77.2 92.6 100.0 87 Aanwijzing dat het veilig is om van rijstrook te wisselen - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 150 301 341 174 83 1049 Percent 14.3 28.7 32.5 16.6 7.9 100.0 Valid Percent 14.3 28.7 32.5 16.6 7.9 100.0 Cumulative Percent 14.3 43.0 75.5 92.1 100.0 Aanwijzing dat het veilig is om van rijstrook te wisselen - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 104 185 311 294 155 1049 Percent 9.9 17.6 29.6 28.0 14.8 100.0 Valid Percent 9.9 17.6 29.6 28.0 14.8 100.0 Cumulative Percent 9.9 27.6 57.2 85.2 100.0 De auto wisselt automatisch van rijstrook - a Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 38 56 212 364 379 1049 Percent 3.6 5.3 20.2 34.7 36.1 100.0 Valid Percent 3.6 5.3 20.2 34.7 36.1 100.0 Cumulative Percent 3.6 9.0 29.2 63.9 100.0 De auto wisselt automatisch van rijstrook - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 30 48 204 376 391 1049 Percent 2.9 4.6 19.4 35.8 37.3 100.0 Valid Percent 2.9 4.6 19.4 35.8 37.3 100.0 Cumulative Percent 2.9 7.4 26.9 62.7 100.0 88 De auto wisselt automatisch van rijstrook - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 22 28 154 397 448 1049 Percent 2.1 2.7 14.7 37.8 42.7 100.0 Valid Percent 2.1 2.7 14.7 37.8 42.7 100.0 Cumulative Percent 2.1 4.8 19.4 57.3 100.0 Ongeregeld kruispunt – Non-signalised intersection Informatie over naderen van (gevaarlijk) ongeregeld kruispunt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 122 389 377 120 41 1049 Percent 11.6 37.1 35.9 11.4 3.9 100.0 Valid Percent 11.6 37.1 35.9 11.4 3.9 100.0 Cumulative Percent 11.6 48.7 84.7 96.1 100.0 Informatie over naderen van (gevaarlijk) ongeregeld kruispunt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 109 322 361 200 57 1049 Percent 10.4 30.7 34.4 19.1 5.4 100.0 Valid Percent 10.4 30.7 34.4 19.1 5.4 100.0 Cumulative Percent 10.4 41.1 75.5 94.6 100.0 Informatie over voorrangssituatie - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 144 432 318 120 35 1049 Percent 13.7 41.2 30.3 11.4 3.3 100.0 Valid Percent 13.7 41.2 30.3 11.4 3.3 100.0 Cumulative Percent 13.7 54.9 85.2 96.7 100.0 89 Informatie over voorrangssituatie - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 148 418 301 139 43 1049 Percent 14.1 39.8 28.7 13.3 4.1 100.0 Valid Percent 14.1 39.8 28.7 13.3 4.1 100.0 Cumulative Percent 14.1 54.0 82.7 95.9 100.0 Waarschuwing bij naderend verkeer, bv. bij slecht zicht op het kruispunt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 166 452 327 73 31 1049 Percent 15.8 43.1 31.2 7.0 3.0 100.0 Valid Percent 15.8 43.1 31.2 7.0 3.0 100.0 Cumulative Percent 15.8 58.9 90.1 97.0 100.0 Waarschuwing bij naderend verkeer, bv. bij slecht zicht op het kruispunt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 150 431 320 107 41 1049 Percent 14.3 41.1 30.5 10.2 3.9 100.0 Valid Percent 14.3 41.1 30.5 10.2 3.9 100.0 Cumulative Percent 14.3 55.4 85.9 96.1 100.0 Waarschuwing bij verkeer in dode hoek bij ongeregeld kruispunt, bv. fietsers - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 344 489 154 50 12 1049 Percent 32.8 46.6 14.7 4.8 1.1 100.0 Valid Percent 32.8 46.6 14.7 4.8 1.1 100.0 Cumulative Percent 32.8 79.4 94.1 98.9 100.0 90 Waarschuwing bij verkeer in dode hoek bij ongeregeld kruispunt, bv. fietsers - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 388 472 141 33 15 1049 Percent 37.0 45.0 13.4 3.1 1.4 100.0 Valid Percent 37.0 45.0 13.4 3.1 1.4 100.0 Cumulative Percent 37.0 82.0 95.4 98.6 100.0 Aanwijzing dat het veilig is om het kruispunt te passeren - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 102 301 376 198 72 1049 Percent 9.7 28.7 35.8 18.9 6.9 100.0 Valid Percent 9.7 28.7 35.8 18.9 6.9 100.0 Cumulative Percent 9.7 38.4 74.3 93.1 100.0 Aanwijzing dat het veilig is om het kruispunt te passeren - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 97 283 374 219 76 1049 Percent 9.2 27.0 35.7 20.9 7.2 100.0 Valid Percent 9.2 27.0 35.7 20.9 7.2 100.0 Cumulative Percent 9.2 36.2 71.9 92.8 100.0 De auto remt automatisch, stopt en (indien voorligger aanwezig) houdt afstand tot voorligger wanneer ongeregeld kruispunt niet vrij is - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 73 165 308 333 170 1049 Percent 7.0 15.7 29.4 31.7 16.2 100.0 Valid Percent 7.0 15.7 29.4 31.7 16.2 100.0 Cumulative Percent 7.0 22.7 52.0 83.8 100.0 91 De auto remt automatisch, stopt en (indien voorligger aanwezig) houdt afstand tot voorligger wanneer ongeregeld kruispunt niet vrij is - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 63 161 309 334 182 1049 Percent 6.0 15.3 29.5 31.8 17.3 100.0 Valid Percent 6.0 15.3 29.5 31.8 17.3 100.0 Cumulative Percent 6.0 21.4 50.8 82.7 100.0 De auto passeert automatisch en veilig een ongeregeld kruispunt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 74 127 282 334 232 1049 Percent 7.1 12.1 26.9 31.8 22.1 100.0 Valid Percent 7.1 12.1 26.9 31.8 22.1 100.0 Cumulative Percent 7.1 19.2 46.0 77.9 100.0 De auto passeert automatisch en veilig een ongeregeld kruispunt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 65 126 269 349 240 1049 Percent 6.2 12.0 25.6 33.3 22.9 100.0 Valid Percent 6.2 12.0 25.6 33.3 22.9 100.0 Cumulative Percent 6.2 18.2 43.9 77.1 100.0 Geregeld kruispunt – Signalised intersection Informatie over naderen van (gevaarlijk) geregeld kruispunt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 94 313 342 229 71 1049 Percent 9.0 29.8 32.6 21.8 6.8 100.0 Valid Percent 9.0 29.8 32.6 21.8 6.8 100.0 Cumulative Percent 9.0 38.8 71.4 93.2 100.0 92 Informatie over naderen van (gevaarlijk) geregeld kruispunt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 89 284 344 248 84 1049 Percent 8.5 27.1 32.8 23.6 8.0 100.0 Valid Percent 8.5 27.1 32.8 23.6 8.0 100.0 Cumulative Percent 8.5 35.6 68.4 92.0 100.0 Informatie over kleur van verkeerslicht - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 56 214 236 354 189 1049 Percent 5.3 20.4 22.5 33.7 18.0 100.0 Valid Percent 5.3 20.4 22.5 33.7 18.0 100.0 Cumulative Percent 5.3 25.7 48.2 82.0 100.0 Informatie over kleur van verkeerslicht - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 56 193 247 356 197 1049 Percent 5.3 18.4 23.5 33.9 18.8 100.0 Valid Percent 5.3 18.4 23.5 33.9 18.8 100.0 Cumulative Percent 5.3 23.7 47.3 81.2 100.0 Waarschuwing bij verkeer in dode hoek bij geregeld kruispunt, bv. fietsers - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 294 455 214 61 25 1049 Percent 28.0 43.4 20.4 5.8 2.4 100.0 Valid Percent 28.0 43.4 20.4 5.8 2.4 100.0 Cumulative Percent 28.0 71.4 91.8 97.6 100.0 93 Waarschuwing bij verkeer in dode hoek bij geregeld kruispunt, bv. fietsers - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 331 438 201 51 28 1049 Percent 31.6 41.8 19.2 4.9 2.7 100.0 Valid Percent 31.6 41.8 19.2 4.9 2.7 100.0 Cumulative Percent 31.6 73.3 92.5 97.3 100.0 Waarschuwing bij onveilige omstandigheden om linksaf te slaan bij tegemoetkomend rechtdoorgaand verkeer - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 115 313 383 180 58 1049 Percent 11.0 29.8 36.5 17.2 5.5 100.0 Valid Percent 11.0 29.8 36.5 17.2 5.5 100.0 Cumulative Percent 11.0 40.8 77.3 94.5 100.0 Waarschuwing bij onveilige omstandigheden om linksaf te slaan bij tegemoetkomend rechtdoorgaand verkeer - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 114 292 383 196 64 1049 Percent 10.9 27.8 36.5 18.7 6.1 100.0 Valid Percent 10.9 27.8 36.5 18.7 6.1 100.0 Cumulative Percent 10.9 38.7 75.2 93.9 100.0 De auto remt automatisch, stopt en (indien voorligger aanwezig) houdt afstand tot voorligger wanneer geregeld kruispunt niet vrij is - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 64 166 291 320 208 1049 Percent 6.1 15.8 27.7 30.5 19.8 100.0 Valid Percent 6.1 15.8 27.7 30.5 19.8 100.0 Cumulative Percent 6.1 21.9 49.7 80.2 100.0 94 De auto remt automatisch, stopt en (indien voorligger aanwezig) houdt afstand tot voorligger wanneer geregeld kruispunt niet vrij is - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 63 152 281 339 214 1049 Percent 6.0 14.5 26.8 32.3 20.4 100.0 Valid Percent 6.0 14.5 26.8 32.3 20.4 100.0 Cumulative Percent 6.0 20.5 47.3 79.6 100.0 De auto passeert automatisch en veilig een geregeld kruispunt - p Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 63 118 243 353 272 1049 Percent 6.0 11.2 23.2 33.7 25.9 100.0 Valid Percent 6.0 11.2 23.2 33.7 25.9 100.0 Cumulative Percent 6.0 17.3 40.4 74.1 100.0 De auto passeert automatisch en veilig een geregeld kruispunt - s Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 65 104 234 367 279 1049 Percent 6.2 9.9 22.3 35.0 26.6 100.0 Valid Percent 6.2 9.9 22.3 35.0 26.6 100.0 Cumulative Percent 6.2 16.1 38.4 73.4 100.0 Slecht zicht – Reduced visibility Meedraaiende koplampen in bochten Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 221 434 315 63 16 1049 Percent 21.1 41.4 30.0 6.0 1.5 100.0 Valid Percent 21.1 41.4 30.0 6.0 1.5 100.0 Cumulative Percent 21.1 62.4 92.5 98.5 100.0 95 Op voorruit weergeven van slecht zichtbare obstakels op de weg voor u, zoals wandelaars of overstekende dieren Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 290 444 270 32 13 1049 Percent 27.6 42.3 25.7 3.1 1.2 100.0 Valid Percent 27.6 42.3 25.7 3.1 1.2 100.0 Cumulative Percent 27.6 70.0 95.7 98.8 100.0 Minder alert – Driver fatigue Waarschuwing bij verminderde alertheid Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 180 454 325 72 18 1049 Percent 17.2 43.3 31.0 6.9 1.7 100.0 Valid Percent 17.2 43.3 31.0 6.9 1.7 100.0 Cumulative Percent 17.2 60.4 91.4 98.3 100.0 Geen reactie op waarschuwing: de auto parkeert automatisch Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 84 165 358 264 178 1049 Percent 8.0 15.7 34.1 25.2 17.0 100.0 Valid Percent 8.0 15.7 34.1 25.2 17.0 100.0 Cumulative Percent 8.0 23.7 57.9 83.0 100.0 Dreigende botsing – Imminent crash Waarschuwing bij dreigende botsing Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 273 463 243 50 20 1049 Percent 26.0 44.1 23.2 4.8 1.9 100.0 Valid Percent 26.0 44.1 23.2 4.8 1.9 100.0 Cumulative Percent 26.0 70.2 93.3 98.1 100.0 96 De auto remt automatisch ten behoeve van noodstop Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 227 377 307 94 44 1049 Percent 21.6 35.9 29.3 9.0 4.2 100.0 Valid Percent 21.6 35.9 29.3 9.0 4.2 100.0 Cumulative Percent 21.6 57.6 86.8 95.8 100.0 De auto wijkt automatisch uit indien mogelijk/veilig Valid veel behoefte aan behoefte aan misschien behoefte aan geen behoefte aan zeker geen behoefte aan Total Frequency 213 315 322 118 81 1049 Percent 20.3 30.0 30.7 11.2 7.7 100.0 Valid Percent 20.3 30.0 30.7 11.2 7.7 100.0 Cumulative Percent 20.3 50.3 81.0 92.3 100.0 97 98 Appendix D – McNemar test By means of frequency statistics an overview of the perceived needs for driver assistance could be given. However, from these statistics it was not clear to what extent there exist significantly greater needs for one thing compared to the other. Therefore, a matched-pairs design was used (Rice, 1994). With this, it was possible to compare, for example, the perceived needs for driver support function X to the perceived needs for driver support function Y. Among others, comparisons between the needs for the ten most popular driver support functions were made. The five answering categories were split into: (1) (great) need, i.e. categories 1 + 2 and (2) other, i.e. categories 3 to 5. Table 25 gives an example of how the data were represented. In this example, the needs for warnings on downstream traffic conditions on motorways were compared to the needs for these warnings on rural roads (i.e. the two most popular driver support functions according to the frequency statistics). Warning for downstream traffic condition - motorway & Warning for downstream traffic condition - rural road Warning for downstream traffic condition - motorway 1 2 Warning for downstream traffic condition - rural road 1 2 881 65 3 100 Table 25. Representation of data for the purpose of matched pair design and McNemar test The probabilities in the table can be represented as follows: 11 12 21 22 .1 .2 1. 1 2. The null hypothesis states that the probabilities of the categories ‘(great) need’ and ‘other’ are the same for warnings for downstream traffic conditions on motorways and these warnings on rural roads. This means that 1. = .1 and 2. = .2, or H0: 12 = 21. The test of this hypothesis is called the McNemar test: a nonparametric test for two related dichotomous variables. It focuses on changes in responses from one sample response (e.g. function 1) to another (e.g. function 2) using the chi-square distribution (SPSS 11.5, Help function). The maximum likelihood estimates of the cell probabilities and the McNemar chi-square are computed using the two cells that correspond to a (great) need for only one of the two driver support functions. Continuity is corrected because the chi-square statistic is used to approximate a discrete distribution. Table 26 shows the test statistics for the above-mentioned example. As can be seen, 2 = 54.721, with a corresponding p-value of 0.000. So, the null hypothesis was rejected in favor of the hypothesis that there was a significantly greater need for warnings for downstream traffic conditions on motorways than on rural roads. With this approach, it is assumed that all possible comparisons will be made. In this study, this means, for example, that the perceived needs for all driver support functions (113 in total) should be compared to each other. However, this was regarded too much work. Therefore, only the top 10s of driver support functions and types of driver assistance in the ideal system were taken into account. Besides, McNemar tests were performed to check whether the needs for driver assistance differed per road type and level of support, and whether the answers to the statements about the ideal system differed from each other. Because in the analyses not all possible comparisons were made, a “cautious” significance criterion of 0.001 was used. 99 Test Statisticsb N Chi-Square a Asymp. Sig. Warning for downstream traffic condition motorway & Warning for downstream traffic condition rural road 1049 54,721 ,000 a. Continuity Corrected b. McNemar Test Table 26. Test statistics of McNemar chi-square Table 27 shows, as an example, the results from the McNemar tests with data from the top 10 of most popular functions (table 6). Pair 12 = comparison between function 1 and 2 Pair 910 = comparison between function 9 en 10 Pair 12 13 14 15 16 17 18 19 110 23 24 25 26 27 28 p-value .000 .000 .000 .000 .000 .000 .000 .000 .000 .153 .126 .001 .000 .000 .000 Pair 29 210 34 35 36 37 38 39 310 45 46 47 48 49 410 p-value .000 .000 1.000 .032 .000 .000 .000 .000 .000 .004 .000 .000 .000 .000 .000 Pair 56 57 58 59 510 67 68 69 610 78 79 710 89 810 910 p-value .001 .000 .000 .000 .000 .256 .012 .004 .005 .010 .069 .066 .500 .457 .956 Table 27. Results from the McNemar tests for pairs of the ten most popular functions It can be seen that with p 0.001 all pairs significantly differ from each other except for 15 pairs, namely 23, 24, 34, 35, 45, 67, 68, 69, 610, 78, 79, 710, 89, 810 and 910 (see italic p-values). This means, for example, that there is a greater need for function 1 compared to function 10, but that there is no difference between the perceived needs for function 9 compared to function 10. It appeared that function 1 (i.e. warning for downstream traffic condition – motorway) significantly differed from the other functions. This also applied to the functions 2 to 5, which significantly differed from the first 100 function and from the functions 6 to 10. The last five functions differed significantly from the first five functions. Based on this, the top 10 of functions could be divided into three groups; see table 28. Within the groups the perceived (great) need for the specific functions did not differ significantly, except for function 2 versus 5. Driver support function 1. Warning for downstream traffic condition – motorway 2. Warning for downstream traffic condition – rural road 3. Blind spot warning during lane changing – motorway 4. Blind spot warning at non-signalised intersection – urban road 5. Blind spot warning at non-signalised intersection – rural road 6. Blind spot warning during lane changing – rural road 7. Blind spot warning at signalised intersection – urban road 8. Blind spot warning at signalised intersection – rural road 9. Warning for imminent crash 10. Presentation of badly visible objects on windscreen (Great) need 946 90.2% 884 84.3% 861 82.1% 860 82.0% 833 79.4% 787 75.0% 769 73.3% 71.4% 749 736 70.2% 734 70.0% Table 28. Three groups of most popular driver support functions 101 102 Appendix E – Ideal driver support system: frequencies This appendix shows the results from the frequency statistics with respect to the 22 presented types of driver assistance in the ideal driver support system. Regulating speed - motorway Valid no, not in system yes, in system Total Frequency 591 458 1049 Percent 56.3 43.7 100.0 Valid Percent 56.3 43.7 100.0 Cumulative Percent 56.3 100.0 Lane keeping - motorway Valid no, not in system yes, in system Total Frequency 876 173 1049 Percent 83.5 16.5 100.0 Valid Percent 83.5 16.5 100.0 Cumulative Percent 83.5 100.0 Car following - motorway Valid no, not in system yes, in system Total Frequency 514 535 1049 Percent 49.0 51.0 100.0 Valid Percent 49.0 51.0 100.0 Cumulative Percent 49.0 100.0 Congestion driving - motorway Valid no, not in system yes, in system Total Frequency 607 442 1049 Percent 57.9 42.1 100.0 Valid Percent 57.9 42.1 100.0 Cumulative Percent 57.9 100.0 Lane changing - motorway Valid no, not in system yes, in system Total Frequency 940 109 1049 Percent 89.6 10.4 100.0 Valid Percent 89.6 10.4 100.0 Cumulative Percent 89.6 100.0 103 Regulating speed - rural road Valid no, not in system yes, in system Total Frequency 695 354 1049 Percent 66.3 33.7 100.0 Valid Percent 66.3 33.7 100.0 Cumulative Percent 66.3 100.0 Lane keeping - rural road Valid no, not in system yes, in system Total Frequency 951 98 1049 Percent 90.7 9.3 100.0 Valid Percent 90.7 9.3 100.0 Cumulative Percent 90.7 100.0 Car following - rural road Valid no, not in system yes, in system Total Frequency 751 298 1049 Percent 71.6 28.4 100.0 Valid Percent 71.6 28.4 100.0 Cumulative Percent 71.6 100.0 Congestion driving - rural road Valid no, not in system yes, in system Total Frequency 867 182 1049 Percent 82.7 17.3 100.0 Valid Percent 82.7 17.3 100.0 Cumulative Percent 82.7 100.0 Lane changing - rural road Valid no, not in system yes, in system Total Frequency 972 77 1049 Percent 92.7 7.3 100.0 Valid Percent 92.7 7.3 100.0 Cumulative Percent 92.7 100.0 Non-signalised intersection - rural road Valid no, not in system yes, in system Total Frequency 815 234 1049 Percent 77.7 22.3 100.0 Valid Percent 77.7 22.3 100.0 Cumulative Percent 77.7 100.0 104 Signalised intersection - rural road Valid no, not in system yes, in system Total Frequency 1026 23 1049 Percent 97.8 2.2 100.0 Valid Percent 97.8 2.2 100.0 Cumulative Percent 97.8 100.0 Regulating speed - urban road Valid no, not in system yes, in system Total Frequency 910 139 1049 Percent 86.7 13.3 100.0 Valid Percent 86.7 13.3 100.0 Cumulative Percent 86.7 100.0 Lane keeping - urban road Valid no, not in system yes, in system Total Frequency 1032 17 1049 Percent 98.4 1.6 100.0 Valid Percent 98.4 1.6 100.0 Cumulative Percent 98.4 100.0 Car following - urban road Valid no, not in system yes, in system Total Frequency 945 104 1049 Percent 90.1 9.9 100.0 Valid Percent 90.1 9.9 100.0 Cumulative Percent 90.1 100.0 Congestion driving - urban road Valid no, not in system yes, in system Total Frequency 988 61 1049 Percent 94.2 5.8 100.0 Valid Percent 94.2 5.8 100.0 Cumulative Percent 94.2 100.0 Lane changing - urban road Valid no, not in system yes, in system Total Frequency 1015 34 1049 Percent 96.8 3.2 100.0 Valid Percent 96.8 3.2 100.0 Cumulative Percent 96.8 100.0 105 Non-signalised intersection - urban road Valid no, not in system yes, in system Total Frequency 841 208 1049 Percent 80.2 19.8 100.0 Valid Percent 80.2 19.8 100.0 Cumulative Percent 80.2 100.0 Signalised intersection - urban road Valid no, not in system yes, in system Total Frequency 1020 29 1049 Percent 97.2 2.8 100.0 Valid Percent 97.2 2.8 100.0 Cumulative Percent 97.2 100.0 Reduced visibility Valid no, not in system yes, in system Total Frequency 416 633 1049 Percent 39.7 60.3 100.0 Valid Percent 39.7 60.3 100.0 Cumulative Percent 39.7 100.0 Driver fatigue Valid no, not in system yes, in system Total Frequency 680 369 1049 Percent 64.8 35.2 100.0 Valid Percent 64.8 35.2 100.0 Cumulative Percent 64.8 100.0 Imminent crash Valid no, not in system yes, in system Total Frequency 461 588 1049 Percent 43.9 56.1 100.0 Valid Percent 43.9 56.1 100.0 Cumulative Percent 43.9 100.0 106 Appendix F – Influence of driver characteristics It was studied to what extent the following driver characteristics were of influence on the results from the user needs survey. Characteristic Gender (GEN) Age (AGE) Education (EDU) Frequency of car driving (FRQ) Years of driving experience (YRS) Average annual mileage (KM) Type of car possession (CAR) Familiarity with ACC (ACC) Categories male, female 18-24 years, 25-44 years, 45-64 years, 65 years primary & lower secondary, higher secondary, higher & university >3 times a week, 1-3 times a week, 1-3 times a month, <1 time a month <5 years, 5-10 years, >10 years <10.000 km, 10.000-20.000 km, >20.000 km private, business not familiar with, somewhat familiar with, (very) familiar with Driver support functions Results from chi-square tests only focussing on the sub-sample of respondents that indicated to have a (great) need for the ten most popular driver support functions (p<0.05): Driver support function Warning for downstream traffic condition – motorway Warning for downstream traffic condition – rural road Blind spot warning during lane changing – motorway Blind spot warning at non-sign. intersection – urban road Blind spot warning at non-sign. intersection – rural road Blind spot warning during lane changing – rural road Blind spot warning at signalised intersection – urban road Blind spot warning at signalised intersection – rural road Warning for imminent crash Presentation of badly visible objects on windscreen GEN AGE EDU FRQ YRS KM CAR ACC 0.031 Results from chi-square tests focussing on the perceived needs of all respondents for the ten most popular driver support functions (p<0.05): Driver support function Warning for downstream traffic condition – motorway Warning for downstream traffic condition – rural road Blind spot warning during lane changing – motorway Blind spot warning at non-sign. intersection – urban road Blind spot warning at non-sign. intersection – rural road Blind spot warning during lane changing – rural road Blind spot warning at signalised intersection – urban road Blind spot warning at signalised intersection – rural road Warning for imminent crash Presentation of badly visible objects on windscreen GEN AGE EDU FRQ YRS KM CAR 0.048 0.029 0.044 0.048 0.031 0.048 0.004 0.001 0.000 107 ACC 0.002 0.038 Ideal driver support system Results from chi-square tests only focussing on the sub-sample of respondents that indicated to have a need for the ten most popular types of driver assistance in the ideal driver support system (p<0.05): Type of driver assistance Reduced visibility Imminent crash Car following – motorway Regulating speed – motorway Congestion driving – motorway Driver fatigue Regulating speed – rural road Car following – rural road Negotiating non-sign. intersection – rural road Negotiating non-sign. intersection – urban road GEN 0.008 0.026 0.027 0.008 0.001 0.002 AGE EDU 0.039 0.009 FRQ YRS KM CAR 0.006 ACC 0.037 0.018 0.021 Results from chi-square tests focussing on the perceived needs of all respondents for the ten most popular types of driver assistance in the ideal driver support system (p<0.05): Type of driver assistance Reduced visibility Imminent crash Car following – motorway Regulating speed – motorway Congestion driving – motorway Driver fatigue Regulating speed – rural road Car following – rural road Negotiating non-sign. intersection – rural road Negotiating non-sign. intersection – urban road GEN 0.000 0.006 0.003 0.003 0.001 0.023 0.000 0.001 AGE EDU 0.002 0.000 0.019 0.003 FRQ YRS KM 0.000 0.041 CAR 0.004 ACC 0.003 0.005 0.044 The second type of chi-square tests appeared to include more significant results than the first type. This is because more data (namely from all respondents instead of just a sub-sample) were taken into account. 108