Experimental design
Transcription
Experimental design
Experimental design and modelling Photo on the front: installation of the EVI beacons on the A12 motorway Experimental design and modelling Spitsmijden Jasper Knockaert (ed.), Michiel Bliemer, Dick Ettema, Dusica Joksimovic, Albert Mulder, Jan Rouwendal, Dirk van Amelsfort 1 INTRODUCTION The Dutch Spitsmijden1 project was set up to study the feasibility of a reward scheme to encourage commuters not to drive during the morning rush-hour. The project comprises two stages. Stage 1 – the reward trial reported on here – comprised a behavioural analysis, technical and organizational implementation, welfare optimization and traffic simulation. The trial was carried out by a public-private partnership comprising universities, private companies and public institutions. The geographical focus was on the heavily congested Dutch A12 motorway link from Zoetermeer towards The Hague. An experiment involving 340 regular rush-hour commuters was conducted in order to obtain revealed preference observations for a behavioural analysis. This was complemented by several surveys (including a stated preference survey), which extended the scope of the dataset. The behavioural analysis led to the establishment of a number of parameters. These were fed into simulation models that had been developed as part of the project. One model is based on economic welfare theory and was used to determine the optimal reward level. The second model is a dynamic traffic model that allowed the simulation of different reward levels and an assessment of the global impact of the corresponding reward schemes. Three reports were published after the conclusion of stage 1: • Effects of reward. This report (which is in Dutch) describes the most relevant results of the trial. A summary of this report is also available in English. • Lessons learned. This report contains the lessons learned by the various individuals and organizations directly involved in the execution of the trial. (Available only in Dutch). • Experimental design and modelling. This report provides an extended background description of the different technical and scientific aspects of the first phase of the project. (Available only in English). Stage 1 focused on preliminary behavioural analyses and the development of simulation tools. The results are presented in this report. Section 3 details the set-up of the reward trial and the corresponding behavioural analysis. Section 4 briefly describes the different surveys that were carried out. Sections 5 and 6 discuss traffic data and the design of the dynamic traffic model. The simulation results are presented for two scenarios in order to illustrate the model dynamics. Section 7 describes the design and calibration of the economic queuing model. Section 8 concludes this report. The research questions from the various surveys are listed in the appendices. A plan of approach has been drawn up for stage 2 of the project. In stage 1, the main focus was on conducting the trial and designing the simulation modelling framework, while in stage 2 the bulk of the behavioural analysis and the refinement of the simulation tools will be carried out. Further, a new trial may be performed in stage 2. We have also performed a transition study to find out how such projects as Spitsmijden might contribute towards a transition to sustainable mobility. 1 ‘Spitsmijden’ can be roughly translated as ‘avoiding rush hour’. Spitsmijden | Experimental design and modelling 3 2 CONTENTS 1 2 3 3.1 3.2 3.3 3.4 3.5 3.6 4 5 5.1 5.2 5.3 6 6.1 6.2 6.3 6.4 7 7.1 7.2 7.3 7.4 7.5 8 9 introduction ........................................................................................................................................................................................................................................... 3 contents ........................................................................................................................................................................................................................................................... 5 the spitsmijden reward trial .................................................................................................................................................................................... 6 Overview ............................................................................................................................................................................................................................................................ 6 Reward management ................................................................................................................................................................................................................ 10 Technique used in the trial ................................................................................................................................................................................................ 19 Quality control of data and processes ........................................................................................................................................................... 31 Special traffic circumstances ......................................................................................................................................................................................... 31 Analysis .............................................................................................................................................................................................................................................................33 surveys .............................................................................................................................................................................................................................................................47 network, travel and traffic data ................................................................................................................................................................49 Network infrastructure description ...................................................................................................................................................................49 Travel demand ...................................................................................................................................................................................................................................... 50 Traffic data................................................................................................................................................................................................................................................... 51 analyses with the indy traffic model .................................................................................................................................................. 54 Model description ........................................................................................................................................................................................................................... 54 Model estimation and calibration ........................................................................................................................................................................58 Case studies ............................................................................................................................................................................................................................................... 62 Model results ...........................................................................................................................................................................................................................................63 economic queuing model ..............................................................................................................................................................................................68 Introduction...............................................................................................................................................................................................................................................68 The bottleneck model ...............................................................................................................................................................................................................68 The data and the model .........................................................................................................................................................................................................70 Application of the model ..................................................................................................................................................................................................... 74 Concluding remarks ...................................................................................................................................................................................................................... 76 conclusions ............................................................................................................................................................................................................................................78 bibliography ..........................................................................................................................................................................................................................................79 appendices ..................................................................................................................................................................................................................................................82 Spitsmijden | Experimental design and modelling 5 3 THE SPITSMIJDEN REWARD TRIAL 3.1 Overview This section discusses the organization of the Spitsmijden reward trial, including its location and timing, the rules of the trial, and the recruitment and characteristics of the participants. Location and timing The trial was launched on 2 October 2006. The test area was the Dutch A12 motorway corridor from Zoetermeer towards The Hague. On weekday mornings, this stretch of motorway is heavily congested with vehicles heading towards The Hague. There are few alternative routes or on- or off-ramps on this stretch of motorway, which made the trial relatively easy to control. The morning rush-hour was defined as lasting from 07.30 to 09.30h, since this period has the highest traffic densities. The participants in the trial could earn a reward for not travelling by car from Zoetermeer to The Hague during the morning rush hour. Upon registration, the participants chose one of two types of reward. The first type of reward was an amount of money for each morning rush hour that the participant avoided. The second type comprised savings towards keeping the Yeti smartphone at the end of the trial. An extended specification of both reward types is provided in section 3.2. Rules The following were the main rules of the trial: • The participants were to commute at least three times per week from Zoetermeer towards The Hague. • They were to have access to e-mail and the Internet. • They were to complete questionnaires and travel logs completely and timely. • Their participation had to be voluntary (although they were required to sign a contract listing the rights and duties of both parties). • They would receive a reward only for the number of times they avoided the morning rush-hour by travelling outside the rush hour period, using another mode of transport or working at home. The frequency of rush hour avoidance was determined relative to each participant’s usual commuting behaviour (see § 3.2; Rewards classes). • The participants who were participating in the Yeti variant had to switch on the Yeti smartphone during each car trip. • The participants would use the car in which an On Board Unit (OBU) had been installed. Recruitment of participants The objective was to recruit 500 participants. To this end, we organized three recruitment waves: Recruitment in April 2006 Licence plate recognition cameras were used to select 2,300 vehicles that travelled from Zoetermeer to The Hague at least three times per week. The Department of Road Transport (RDW) provided the names and addresses of the car owners. These people were approached by mail on 15 April 2006 with an invitation to participate in the trial. The sample of 2,300 cars comprised private vehicles as well as leased and company cars. Recruitment in June 2006 Using the same method, a second group of car owners were approached on 16 June 2006. All these cars were private vehicles. 6 Experimental design and modelling | Spitsmijden Recruitment in July and August 2006 The first two waves of invitations resulted in 283 participants. To increase this number, two further actions were launched, namely: • Recruitment according to a ‘member get member’ approach. Participants could register new participants via the Internet. • Vehicle owners from the April and June waves who had not responded were approached again. In the end, 340 commuters participated in the trial. Participants Upon recruitment, the participants completed the first questionnaire about their daily commute (see D1 in Chapter 4), as well as a second one concerning their sociodemographic characteristics and organization of work and household (D2). After the trial, they filled out a third questionnaire regarding why they had participated and the experiences they had had with participation (D5). The following subsections provide a description of the participants based on these data collections. Of the participants, 64.7% were male. About half of all participants were aged between 35 and 49 (see Figure 3.1). About 25% were younger than 35, while 25% were older than 49. Figure 3.1: Participants’ ages leeftijdsverdeling deelnemers <25 years >49 years leeftijdsverdeling deelnemers 25-34 years <25 jaar 25-34 jaar 35-49 jaar >49 jaar <25 jaar 25-34 jaar 35-49 jaar 35-49 years >49 jaar The majority of the participants held a higher professional education certificate or a university degree. deelnemers opleidingsniveau Figure 3.2: opleidingsniveau Participants’ deelnemers education levels VMBO / HAVO LBO VMBO/HAVO VMBO/HAVO Pre-vocational secondary LBO education / senior general MBO HBO / WO MBO HBO/WO VMBO/HAVO LBO LBO MBO HBO/WO secondary education Lower vocational education Higher professional education / university education HBO/WO MBO Upper secondary vocational education Deelnemers naar huishoudenssamenstelling Alleenstaand Deelnemers naar huishoudenssamenstelling Getrouwd/samenwonenn zonder kinderen Getrouwd/samenwonend Alleenstaand met kinderen Spitsmijden | Experimental design and modelling Alleenstaande ouder Getrouwd/samenwonenn zonder kinderen Overig Getrouwd/samenwonend met kinderen Alleenstaande ouder 7 Most of the participants were married or cohabiting; most had children (see Figure 3.3). Deelnemers naar huishoudenssamenstelling Figure 3.3: Participants’ household composition 5% 2% 13% 56% Alleenstaand Getrouwd/samenwonenn zonder kinderen 24% 13% Single 56% Living with partner with children Getrouwd/samenwonend 24% Living with partner without children met kinderen Alleenstaande ouder 5% Single parent 2% Other Overig Of the participants, 98% lived in Zoetermeer; the rest lived in the surrounding municipalities (e.g. Benthuizen, Berkel en Rodenrijs, Bleiswijk; see Table 3.1). Most of the participants worked in The Hague, although some worked in Delft, Leidschendam, Rijswijk or Voorburg. Frequentie woon-werk rit Table 3.1: Participants’ work location Work location The Hague Delft Leidschendam Rijswijk Voorburg Other Total Motivations for participation Number 192 29 10 42 10 57 340 Percentage 56% 9% 3% 12% 3% 17% 100% 3 keer/week 4 keer/week 5 of meer keer/week The motivations for participation are presented in Table 3.2. The results suggest that the reward was the most frequent reason for participation, although the majority of the participants also had another motivation. Both the contribution to more insight into congestion and experimentation with alternative travel options were relevant motivations. Table 3.2: Participants’ motives Motive Reward (money or Yeti) 8 Number 138 Percentage 37.9% Contribute to understanding of road use during rush-hour 59 16.2% Contribute to reducing traffic problems 66 18.1% Experimenting with possibilities of adapting own behaviour 77 21.2% Gaining experience with the Yeti smartphone and the use of traffic information 9 2.5% Other 15 4.1% Experimental design and modelling | Spitsmijden Overig The daily commute Of the participants, 62% commuted at least five times per week towards The Hague, using the A12 motorway; 26% commuted four times per week (Figure 3.4). Frequentie woon-werk rit Figure 3.4: Weekly commuting frequency 12% 62% 3 keer/week 26% 4 keer/week 5 of3meer keer/week 12% x 26% 4x 62% 5 x or more 84% of the participants commuted only by car, including car trips both during and outside the rush-hour. The other 16% combined using their car with using a Park&Ride scheme (6.4% of the participants), motorbike (2.4%), train (4.7%), bus (1.8%) or bicycle (6.2%). 34% said that they regard public transport as a serious travel option, while 18% regarded cycling as an option. The average commute time (including congestion) was 36 minutes. The average reported free-flow time was 20 minutes, implying an average delay due to congestion of 16 minutes. The vast majority (90%) of the participants usually arrived at their workplace between 07.30 and 09.30h (the morning rush-hour period as defined in this study) (Table 3.3). Table 3.3: Start of working day Start of working day Before 06.30h 06.30-07.30h 07.30-08.30h 08.30-09.30h After 09.30h Unknown Total Organization of work and household Number 6 15 192 115 11 1 340 Percentage 2% 4% 56% 34% 3% 0% 100% Fifty-seven per cent of the participants were allowed to start work later than the usual start time (Table 3.4). Mostly, a delay of up to 60 minutes was allowed. Table 3.4: Possibilities to start work later Possibilities to start work later Number I cannot start work later 146 I can start work at most 30 minutes later 43 I can start work 30-60 minutes later 86 I can start work 60-120 minutes later 54 I can start work more than 120 minutes later 11 Total 340 Percentage 43% 13% 25% 16% 3% 100% Spitsmijden | Experimental design and modelling 9 The majority (79%) of the participants could start work right away if they arrived early at their workplace (Table 3.5); 9% could start preparations. An early departure from home in order to avoid the rush-hour was therefore an option for many of the participants. Table 3.5: Situation when arriving at work early Situation I can begin work immediately Number 268 Percentage 79% I cannot begin work, but I can begin making preparations for work 32 9% I must wait to begin work at a certain time (e.g. shift work) 11 3% I have to wait for colleagues before I can start work 7 2% I cannot enter the building / office 8 2% 14 4% 340 100% Other Total In addition to work flexibility, the flexibility of household activities played a role in the participants’ responses. In total, 54% faced constraints stemming from household obligations that prevented them from making an early or a late departure from home. Table 3.6 suggests that especially child care and dropping off children at school prohibited an early or a late departure. Table 3.6: Limitations on departure time to go to work Limitation Child care Breakfast with family Bring children to school Drop partner off Carpool appointments Other appointments Other None Percentage 29.4% 9.7% 19.4% 5.9% 2.4% 10.9% 8.2% 46.2% Use of travel information 41% of the participants said that they use road traffic information at least once a week. This percentage is the same for participants who chose the financial reward (40%) and for those who chose the Yeti smartphone (43%). Only 3% used traffic information regarding public transport once a week or more. 3.2 Reward management This section describes how the reward management framework was designed and implemented for the trial. We first discuss the two reward types, namely money and a Yeti smartphone. We then describe how different variations of each type were alternated in order to measure the behavioural response to different levels of the stimulous. Subsequently, we detail the assignment of the participants to reward classes, which reflected their travelling frequency under undisturbed circumstances. Finally, we discus the actual implementation of the reward management scheme and provide a brief note on how feedback to the participants was organized. 10 Experimental design and modelling | Spitsmijden Reward type Upon registration the participants were asked which type of reward they would prefer. There were two options. The first type of reward was an amount of money for each morning rush hour that the participant avoided. At the moment of registration the premium was indicated to amount to about € 5. The second type of reward was saving for a Yeti smartphone. These participants received a Yeti smartphone at the beginning of the trial. The Yeti provided them with traffic information during the trial. If the number of avoided car trips during the morning rush hour exceeded a stated number, the participant would be allowed to keep the Yeti at the end of the trial. If the participant failed to meet the threshold, he / she would have to return the smartphone at the end of the trial. Thus, it was an all-or-nothing scenario. The majority of the participants chose a monetary reward. As the trial was set up to test both reward types, the remainder of the participants (including those who had said that they did not have a preference for one reward type over the other) were assigned to the Yeti variant. However, to prevent participants ending up with an unwanted and hence undervalued reward type, we allowed them to switch to the other type until the start of the trial. The final division of participants over reward type is provided in Table 3.7. Table 3.7: Classification of participants over reward types2 Reward type Monetary reward Yeti smartphone Reward scheme Number 232 108 In order to increase the amount of information regarding rush hour travel behaviour collected during the trial, the level of the reward proposed to each participant was varied over time. Money After installation of the measurement equipment (an OBU; see § 3.3; EVI system) in all participants’ cars, a reward-free period of two weeks was scheduled. The participants were told that these would be ‘test weeks’ in order to check that all the equipment worked as expected. They were also told that they should complete their daily logbook (see § 3.3; Website and logbook) on the website, in order to test the full set-up of the trial. However, the real purpose of the test weeks (apart from technical testing) was to collect information on travel behaviour when no reward was provided. This served as a reference situation both for the behavioural analysis (§ 3.6) and for the design of the reward management (see§ 3.2; Reward classes ). The former motivation is the main reason the participants had to complete their logbook during the test weeks, the latter argument is why we did not tell the participants what we were actually measuring, in order to avoid any bias in reference (unrewarded) behaviour. 2 It should be noted that the number of participants may vary over different sections of this report, depending on the selection of participants used in a particular section: for some participants, only partial information was collected and they may or may not have been included in selected tables or figures. Spitsmijden | Experimental design and modelling 11 It should be noted that we did observe some change in behaviour in the test weeks. This was measured by comparing observations for the test weeks with the weeks before for those cars that had been equipped at the beginning of the installation period (which took two weeks). Feedback from the participants also indicated that some of them changed their behaviour during the test weeks. The main argument put forward by these participants was that they perceived the test week message as a call to see if they could change their behaviour. Also some participants made arrangements at their workplace before the trial. It is not possible to know how large this share of participants was, but it is our impression that it was small. For the reasons mentioned above, we decided to add another reward-free week at the end of the trial during which the participants would have to provide logbook information. This time we told the participants that they were expected to behave as they would normally behave without a reward. It was stressed that their rush-hour travel behaviour would in no way affect their reward. Nevertheless, we again got some feedback that some participants continued to avoid the rush-hour, but now the motivation was that since they had learned how to avoid it (motivated by the reward), the new situation pleased them more than they had expected and they had decided to continue their new behaviour even in the absence of a reward. During the ten-week period between the reward-free weeks, the participants could obtain a reward by avoiding the rush-hour. In order to maximize the behavioural information, three reward levels were tested for: • € 3 reward for avoiding the 07.30 – 09.30h period for three weeks; • € 7 reward for avoiding the 07.30 – 09.30h period for four weeks; • € 3 reward for avoiding the 08.00 – 09.00h period, increased to € 7 if the full rushhour (07.30 – 09.30h) was avoided, for three weeks. The definition of the period 07.30 – 09.30h as the morning rush-hour3 was based on observations on the stretch of the A12 motorway extending from Zoetermeer to The Hague (see § 3.1; Location and timing). Although all the participants dealt with all three reward levels for the same number of weeks, the order of the three variants was shifted in order to compensate in the analysis for any order-related bias. Table 3.8 illustrates the resulting six reward schemes: • R1: no reward; • R2: € 3 / day; • R3: € 7 / day; • R4: € 3 – € 7 / day. Table 3.8: Reward schemes for monetary reward Scheme 1 2 3 4 5 6 3 12 Week 1 2 3 4 5 6 7 8 9 10 11 12 13 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R3 R3 R2 R2 R4 R4 R3 R3 R2 R2 R4 R4 R3 R3 R2 R2 R4 R4 R3 R3 R3 R4 R3 R2 R2 R4 R3 R4 R3 R2 R2 R4 R3 R4 R3 R2 R2 R4 R3 R3 R3 R3 R4 R2 R4 R3 R2 R3 R4 R2 R4 R3 R2 R3 R4 R2 R4 R3 R2 R3 R1 R1 R1 R1 R1 R1 Local time is used throughout this report. Experimental design and modelling | Spitsmijden The participants were divided over the six reward schemes such that all schemes had approximately the same number of participants. Special attention was paid to participants living in the same household: they were assigned to the same scheme in order to avoid behavioural complications, such as the switching of cars within the household in order to increase the reward. YETI The Yeti participants underwent a similar scheme of two reward-free weeks plus one reward-free week at the beginning and at the end of the trial, respectively. During the first two weeks, the participants did not have a Yeti, whereas in the last (reward-free) week of the trial they did have one. For the Yeti participants, the aim was not only to measure the impact of a reward but also to test for the impact of traffic information. We therefore decided to increase the number of reward-free weeks. This led to two reward levels during the ten-week period, namely: • For a period of five weeks: avoiding enough rush-hours in order to be allowed to retain the Yeti and traffic information; • For another period of five weeks: only receiving traffic information. The resulting schemes are illustrated in Table 3.9: • R1: no traffic information, no reward; • R2: traffic information, reward; • R3: traffic information, no reward. Table 3.9: Reward schemes for Yeti reward Scheme 1 2 Week 1 2 3 4 5 6 7 8 9 10 11 12 13 R1 R1 R1 R1 R2 R3 R2 R3 R2 R3 R2 R3 R2 R3 R3 R2 R3 R2 R3 R2 R3 R2 R3 R2 R3 R3 The participants were assigned evenly to both schemes. Again, participants living in the same household were assigned to the same scheme. Thus, the impact of the reward could be measured by comparing the behaviour during the five reward weeks to that during the eight reward-free weeks. As for the impact of traffic information, the behaviour during the two reward-free weeks could be compared with the other weeks (traffic information had been provided at all times to the participants who had a Yeti smartphone), compensating of course for the impact of the reward. Communication The customized reward schemes were communicated to the participants via their personalized webpages, which were part of the Spitsmijden website (see § 3.3; Website and logbook). We drew attention to the availability of this personalized information in an issue of the weekly newsletter that we sent to the participants. Reward classes The way the participants were recruited meant that not all participants commuted from Zoetermeer towards The Hague every day during the morning rush-hour (see § 3.1; Rules). It would be unfair to reward part-time travellers for every day that they Spitsmijden | Experimental design and modelling 13 avoided the rush-hour, considering that even under their unrewarded behaviour they would not travel during rush-hour on some days. We therefore designed a procedure to define the reference (unrewarded) travel behaviour of each participant. It should be noted, however, that this customization was not motivated by analytical arguments: to allow for the behavioural analysis it did not matter that participants received a reward for every day that they avoided the rush-hour.4 Reference travel behaviour The reference (i.e. unrewarded) travel behaviour was based on the observations carried out during the two reward-free weeks at the beginning of the trial. Observations on Monday through Friday were taken into consideration. Days on which the participant indicated in the logbook that he / she was ill or on holiday were eliminated from the observations, as observations on these days did not reflect regular travel behaviour. For each respondent and each observation day we first checked the automated car observations in the 06.00 – 11.00h period.5 If a movement was registered, we checked whether there was an observation in the 07.25 – 09.35h period.6 If this was again the case, we decided that the participant had travelled during the morning rush-hour on that day. If no car registration was available for the 06.00 – 11.00h period, we checked the corresponding logbook entry for that participant (if available), because a technical failure might have resulted in missing observations.7 If the participant indicated in the logbook that he / she had travelled in the 07.30 – 09.30h period in his / her own car or in another car, or somebody else had travelled in his / her car, we included the day in the morning rush-hour trip count. A reference travel behaviour indicator was defined as the ratio of the number of morning rush-hour trips to the number of observation days, corrected for holidays and illness. The procedure took into account only observations of the two reward-free weeks at the start of the trial. We do, however, have some information concerning the weeks before for some participants. Based on these automated observations we recalculated the travel frequency in a similar way, however without compensating for holidays or illness, considering that no logbook information was available for this period. Also the fact that most cars were not equipped with registration technology for the full period of these two weeks was not taken into account. The final travel frequency indicator was defined as the maximum value of the indicators for both periods. This value was then used to assign the participants to reward classes. Definition of reward classes Four reward classes were defined to which the participants were assigned based on their value on the travel frequency indicator (see Table 3.10). Based on the reward class, a correction was applied to the reward scheme in order to take into 4 5 6 7 Modest lump sum compensation is not expected to impact travel behaviour significantly. We only consider observations of OBU-equipped cars. For the automated observations we defined a tolerance of 5 minutes. Note that it is in the interest of the participant that we overestimate rather than underestimate the reference travel frequency. 14 Experimental design and modelling | Spitsmijden account reference (i.e. unrewarded) travel behaviour during the morning rush-hour. Table 3.10: Reward classes and their impact on reward level Reward class A B C D Reference rush-hour travel frequency [3.5,5.0] [2.5 ,3.5[ [1.0,2.5[ [0.0,1.0[ Monetary reward: max. number of rewards (per week) 5 4 2 1 Yeti reward: threshold level (over five weeks) 15 20 23 25 For the participants who chose the monetary reward, the reward class defined the maximum number of rewards they could receive each week. The rationale was that under unrewarded circumstances (reference travel behaviour), some participants would not travel during the rush-hour five days a week. In the trial we wanted to reward participants only for the additional days on which they avoided the morning rush-hour. We therefore limited the number (n) of rewards a participant could receive per week, based on their reference travel behaviour. Technically, this meant that independent of the actual motivation for avoiding the mor- ning rush-hour, the first 5-n days on which the participant was not registered were unrewarded, and that on all subsequent days on which the participant was not observed during morning rush-hour he / she received a reward. It sometimes happened that the travel behaviour of a participant did not affect his / her reward. Take, for instance, the case of a participant in reward class D who travelled during rush-hour on Monday. As a result, is impossible for this participant to collect any reward during the remainder of the week concerned. This situation where the marginal stimulus disappears happened towards the end of every week for a couple of the participants. For the participants with the Yeti smartphone, the class defined the threshold value for the number of days on which the participant could avoid the morning rush-hour. If the participant met or exceeded the threshold value, he / she would be able to keep the Yeti smartphone at the end of the trial. If the participant failed to meet the threshold value, he / she would have to return the phone, but not until the end of the trial. All days on which the participant was not registered in the morning rush-hour counted towards meeting the threshold; hence, this threshold value was larger for participants who travelled less in unrewarded circumstances. Manual corrections Some manual corrections on the assignment of participants to reward classes had to be applied. This was for several reasons. Firstly, because for some of the participants the number of irregular days (holiday or ill) during the two reward-free weeks was too large. Those participants for whom this number was seven or more were classified based on stated travel frequency (taken from the survey or the original registration D1 for the trial; D2 see Chapter 4). Secondly, because a customized message had been entered in the logbook for one or more days. These participants were classified manually in line with the philosophy of the automatic algorithm. Spitsmijden | Experimental design and modelling 15 Thirdly, because some participants expressed their opposition to the classification. These complaints were processed manually by the project office. Different data were compared (observations as well as stated travel frequency) with the arguments put forward by the participant. Based on these considerations the reward classification was re-evaluated. For some participants this resulted in an upgrade (applied retroactively), which was subsequently communicated to the participant; for others, however, we judged that their classification was correct and that it was more likely that the complaint was related to the participant’s misunderstanding of the reward class concept, in which case we answered the request by providing a more personalized explanation of the reward scheme dynamics. It is not surprising that most complaints were related to a perceived under-classification. Nevertheless, one participant argued that she should be assigned to a lower reward class. The dynamics of the trial sometimes resulted in a participant being reluctant to complete the logbook. In such cases, it could happen that upon a re-evaluation of the automatic classification a participant was assigned to a higher reward class as a result of updated logbook information. The upgrade was then assigned retroactively and communicated to the participant in a brief personal message. The final classification of the participants is shown in Table 3.11. It can be seen that the bulk of the participants were assigned to class A or B (reference rush-hour travel frequency of 2.5 days a week or more). Less than 5% of the participants had a very low reference travel frequency (class D). Table 3.11: Classification of participants over reward classes Class A B C D Reward management Money 134 61 23 14 Yeti 46 31 22 9 Total 180 92 45 23 The reward management was the algorithm used to calculate the reward that each participant received as a result of his / her participation in the trial. In a first step the daily observations including the logbook entry were translated into an indicator that had a value for each day and each participant. In a second step the actual reward was calculated, taking into account the reward class of the participant. For Yeti participants we compared in a final step the aggregated value of the weekly rewards with the reward class specific threshold value in order to determine if the participant could keep the Yeti at the end of the trial. Observations The observations were processed in the reward management algorithm following a procedure that is very similar to the one that was applied to assign participants to reward classes. For each respondent and each observation day we first checked the automated car observations in the 06.00 – 11.00h period.8 If a movement was registered, we checked whether there was an observation in the 07.35 – 09.25h period. If this was again the case, we decided that the participant had travelled during the morning rush-hour on that day. 8 16 We only consider observations of OBU-equipped cars. Experimental design and modelling | Spitsmijden If no car registration was available in the 06.00 – 11.00h period, we checked the corresponding logbook entry for that participant, because a technical failure may have resulted in missing observations. If a participant had indicated in his / her logbook that he / she travelled by car in the 07.30 – 09.30h period with his / her own car, or that somebody else travelled in the participant’s car, we included the day in the morning rush-hour trip count. The output of this procedure is a variable pl,i,t,w which expresses the behaviour of participant i on day t (t=1...5) in week w (w=1...10) in the 07.30 – 09.30h period.9 The variable has a value of 1 if the participant travelled in the period considered, and of 0 if he / she did not travel in the period considered. If there had been a manual evaluation (see further), the variable also has a value of 1 (i.e. the participant received a manually determined reward rather than the one determined by the algorithm). A similar approach was followed to determine if the participant travelled in the 08.00 – 09.00h period. The resulting variable is ps,i,t,w . Note that in all cases the unit of observation was the behaviour of the participant’s car, rather than of the participant him- / herself. As a result, if somebody else travelled with the participant’s car during rush-hour, the participant did not obtain a reward. Inversely, if the participant travelled in another car, he / she did receive a reward (even if he / she indicated this behaviour in the logbook). The rationale behind this rule is that through the OBU / EVI system (see § 3.3; EVI system) we could fairly reliably register the use of the car, but not the identity of the driver. By making the reward dependent on car use only, we eliminated any motivation for fraudulent logbook completion, and hence improved the quality of information collected through the logbook. Separate procedures were put in place in order to check for drivers who reported too frequent use of other cars, or drivers who tampered with the OBU beacon. These procedures are discussed in section 3.4. A manually determined reward was necessary if a participant entered a customized message in the logbook. For the corresponding participants and days, the project office evaluated the available observations together with the comments and decided on the correct reward, which was then entered manually into the project database. Similarly, a manually evaluated reward was sometimes necessary in the case of a complaint formulated by a participant. Daily reward Based on the values of pl,i,t,w, ps,i,t,w and the manual reward rm,i,t,w , we calculated the reward on day t in week w as: ri,t,w = rm,i,t,w + ra,i,t,w - ra,i,t-1,w with: • ra,i,0,w is zero by definition; • ra,i,t,w the cumulative automatically determined reward on day t of week w. The cumulative automatically determined reward ra,i,t,w for participant i on day t of week (w) was defined as: 10 9 10 No bank holidays occurred during the trial, so all weeks (w) comprised five observation days. The variable ra,i,t,w expresses the level at day t of the cumulative reward collected since the start of week w, without taking into account manual corrections (these are determined by rm,i,t,w ). Spitsmijden | Experimental design and modelling 17 ra,i,t,w = max[0,(di- pl,i,u,w)rl,i,w +(di- ps,i,u,w)rs,i,w- (5-t)(rl,i,w +rs,i,w)] u t u t with: • di the maximum number of rewards participant i could receive per week (dependant on reward class of participant i, see Table 3.12); • rl,i,w the reward participant i obtained by avoiding the 07.30–09.30 rush-hour (see Table 3.13); • rs,i,w the reward participant i obtained by avoiding the 08.00–09.00 rush-hour (see Table 3.13). Table 3.12: Definition of parameter di Reward class participant A B C D di (monetary reward) 5 4 2 1 di (Yeti reward) 5 5 5 5 Table 3.13: Definition of parameters rs,i,w and rl,i,w Reward level of participant i in week w (see reward schemes § 3.2) R1 R2 R3 R4 Monetary reward rl,i,w rs,i,w 0 3 7 4 0 0 0 3 Yeti reward rl,i,w rs,i,w 0 1 0 0 0 0 For the participants, who received a monetary reward, the unit of the reward variable ri,t,w was the euro, whereas for participants who wanted to keep the Yeti smartphone, the reward variable ri,t,w had a value of 1 on days the participant managed to avoid the morning rush-hour and otherwise of zero. YETI As described above, each morning rush-hour that the Yeti participants avoided, counted. However, the threshold level to keep the Yeti at the end of the trial was differentiated according to the reward class the participant belonged to. This level was compared to ri,t,w to evaluate if participant i had won his / her smartphone. w,t Reward feedback Each participant’s reward level was shown on that person’s personalized webpage. For those who were reluctant to complete the logbook or fulfil other obligations (such as completing the surveys), we did not show their reward level. This was in order to motivate the participant to provide the information requested and (because the actual logbook entry could impact the reward level) in order to avoid changing historical reward levels or inducing tuning behaviour. The reward level was updated once a week. Every Friday, information up to the end of the previous week was processed in order to re-evaluate the cumulative reward. This prevented tuning behaviour (e.g. the five-minute tolerance was not formally communicated to the participants). 18 Experimental design and modelling | Spitsmijden 3.3 Technique used in the trial In this part of the Spitsmijden project, an important role was given to the technical side of the trial, because without appropriate technical help the trial could not have been conducted. To support the trial, different techniques were applied for different purposes. The main idea was to apply and test existing and new traffic detection techniques. In addition, without a website it would not have been possible for the project office to function or for contact with the participants to be maintained. The Spitsmijden website was used for both the internal and the external communication. It was also necessary to design the logbooks such that they would provide useful information for the scientific analyses. All the participants were obliged to fill in these logbooks and to inform the project office about the travel decisions they made. Also the feasibility, correctness and practicability of different types of equipment for traffic detection and registration were tested. The advanced techniques used to detect traffic and to provide travel information to users comprised the following components: • OBU devices; • Camera systems; • Yeti smartphone. Details about these traffic detection and recognition techniques are given further on in this document. In brief, the technical side of the project consisted of the following: • Detection of car movements (OBU and cameras); • Storing, filtering and accessing information about car movements, participants, bonuses, etc. (data structure and database); • Providing information to the participants as well as to project groups, and com- municating within the project and with the participants (website design); • Collecting information about the participants’ travel decisions (logbooks); • Providing the participants with traffic information (travel times on the A12 from Zoetermeer towards The Hague). All this is described in more detail in the following sections. EVI system An EVI (Electronic Vehicle Identification) system was implemented for the first time in the Netherlands in order to signal and register the participating vehicles. This section explains the technical design of and the results achieved by the EVI system. System components Broadly speaking, the system comprised four components. Together, they formed the complete chain from vehicle to registration (see Figure 3.5). Figure 3.5: EVI system components OBU EVI beacon Communication Back office OBU The participating vehicles were fitted with an On Board Unit (OBU) – a small transponder / transmitter that was fixed in a holder attached to the windscreen. Each Spitsmijden | Experimental design and modelling 19 OBU had a unique identifying code. As soon as a connection was made with an EVI beacon, the identifying information was transmitted. EVI beacon The EVI beacons were placed either on portals over the traffic lanes from which the readings were to be taken, or on posts situated next to the road (see Figure 3.6). One EVI beacon was used for each traffic lane. Each EVI beacon comprised an antenna and a registration unit. The antenna picked up the signals from the OBUs installed in the passing vehicles. Communication took place by means of DSRC (dedicated short range communication), using a radio frequency of 5.8 GHz. As soon as a vehicle was within range of the antenna, the information exchange between the OBU in the vehicle and the EVI beacon took place (see Figure 3.7). The information obtained was recorded in the registration unit. Figure 3.6: Single-lane EVI beacon Figure 3.7: Interaction between OBU and EVI beacon On Board Unit (OBU) Beacon The information registered by the unit was then downloaded to the back office for processing. Communication unit The communication unit provided the communication between the EVI beacons and the back-office system. For the trial, we chose a wireless system that uses GPRS / UMTS. It would of course have been possible to use a fixed network connection. Back-office system The back-office system comprised two components: • EVI registration system: this component transferred information from the EVI beacons to the central system and registered it in the central EVI database; • EVI management system: this component managed the various data collections in the registration, registration consultations and the supply of information from the registration. All the EVI readings were sent to the project office each day (see Figure 3.8). Figure 3.8: Management system 20 Experimental design and modelling | Spitsmijden EVI system data flow A detailed overview of the complete data stream of information in the EVI chain (i.e. from OBU to the project office) is presented in Figure 3.17. Location overview For the trial, EVI beacons were placed on all main exit roads from Zoetermeer towards The Hague. The EVI beacons were situated at the following locations (see Figure 3.9): • A12 (three lanes) • Zwaardslootseweg (N206) • Zoetermeerse rijbaan • Katwijkerlaan Figure 3.9: Locations of the EVI beacons EVI Zwaardslootseweg (N206) EVI Zoetermeerse rijbaan EVI A12 EVI Katwijkerlaan A12 A multi-lane installation was placed over the A12. EVI beacons, linked together, were centrally located above each of the three lanes of the A12. Each beacon was connected to a single communication unit. Installation directly above the traffic lane at a height of five / six metres is the prescribed mounting for the guaranteed capture rate of 99.9%. Other main exit roads A single-lane installation was installed on the other main exit roads. These instal- lations comprised an EVI beacon and a communication unit. For technical reasons and reasons related to planning permission, these single-lane beacons were sited adjacent to the road instead of overhead. Installation adjacent to the road puts higher demands on the tuning (aiming) of the beacon, which reduces the likelihood of good functioning. Test location In order to carry out test work, and for a managed installation of OBUs, a singlelane EVI beacon was installed in the RDW (Department of Road Transport) vehicle park in Zoetermeer. Spitsmijden | Experimental design and modelling 21 Guarantee of correct functioning The data provided by the EVI system formed an important basis for the scientific study. The demonstrably correct functioning of the system was obviously of great importance. This was fully taken into account during the EVI set-up and preparation phase. The following measures were taken to guarantee the correct functioning of the EVI system. Proven technology A conscious choice was made to utilize proven technology. The technology used is currently being put to successful use in other countries (e.g. Austria and Portugal). Installation plus test and extension The fitting of the OBUs was carried out by qualified technical staff in accordance with the manufacturer’s instructions and took place during special fitting evenings. Immediately following its installation, each OBU was tested to ensure that it was the correct OBU and was functioning properly. The beacon installed in the RDW parking facility was used for this. Tamper-proof The OBU holders were attached to windscreens using a special glue. If a holder was re- moved, the glue became visibly damaged and the holder could no longer be replaced. In combination with the fitting and removal by qualified staff, this eliminated the possibility of the temporary removal of the OBU without intervention by the project management. Tamper indicator Special tamper-proof OBUs were used. When an OBU was fitted to its holder, a switch was activated. If the OBU was then removed from its holder, the next time the vehicle passed an EVI beacon a signal (‘OBU removed from holder’) was sent to the beacon. This was registered and the switch was reset for subsequent readings. This made it impossible for participants to remove the OBU from its holder unnoticed. System management A procedure was implemented to ensure the correct functioning of the EVI system. In the case of a breakdown, rapid intervention was possible. Installation test An EVI test location was set up at the RDW parking facility in Zoetermeer. This made it possible to simply and easily carry out advance control tests of the system and also to check the installation of the OBUs. Reserve beacon In order to be able to deal quickly with technical problems, a completely set-up and functioning reserve beacon was available throughout the trial. Thus, all components could have been replaced within 24 hours should the need have arisen. Cameras A licence plate recognition camera was installed at every EVI location to record the registration number of every vehicle that passed (see §3.3; Camera system). The camera compensated for any unsuccessful EVI registrations and thereby reduced the chance of missed registrations to nearly zero. This same technique is in use in Austria, where a camera is installed adjacent to the EVI beacon at every toll location. 22 Experimental design and modelling | Spitsmijden 000 Facts and figures Participants The participants in the EVI part of the trial can be divided into two groups, namely those taking part in and those carrying out the trial (see Table 3.14). Table 3.14: EVI participant classification Type of participant Participant Researcher Readings More than 31,000 EVI readings were made during the measurement period. The readings were divided over the various locations as presented in Table 3.15. Table 3.15: Readings at the different locations leeftijdsverdeling deelnemers <25 jaar >49 jaar 25-34 jaar Location No. of readings A12 26,772 Zwaardslootseweg / Middelweg 1,392 Zoetermeerse rijbaan 1,463 RDWopleidingsniveau parking facility 1,266 deelnemers Deelnemers naar huishoudenssamenstelling Katwijkerlaan / Pijnacker 677 VMBO/HAVO 2% 5% 13% RDW test / reserve beacon 15 LBO Total 31,585 HBO/WO Spread HBO 56% 24% across the morning rush-hour The most important gauge for both the trial itself and the functioning of the EVI system was the multi-lane system installed over the A12. To illustrate this, the graph below (Figure 3.10) shows the distribution of all the EVI readings taken during the morning rush-hour (i.e. 06.00 – 12.00h) throughout the measurement period (24 August 2006 – 20 January 2007). 35-49 jaar Spread of EVI readings across rush hour Figure 3.10: Spread of EVI readings across the rush-hour Frequentie woon-werk rit A12 12% 5,182 5,000 4,000 26% 62% 3,029 3,000 2,578 1,000 26,772 100% 99% 98% 000 000 677 832 309 07.00 07.30 07.30 08.00 552 08.00 08.30 09.00 09.30 10.00 10.30 08.30 09.00 09.30 10.00 10.30 11.00 427 467 11.00 11.30 11.30 12.00 The comparison between the observed and via camera system registered data OBU did not bleep For the duration of the trial, the participants kept a logbook (see § 3.3; Website and 500 option ‘No OBU beep’ could be ticked. This option was logbook) in which the standard Functioning per location Number of EVI measurements per location 1,463 1,344 1,102 06.00 06.30 06.30 07.00 1,392 2,160 1,955 2,000 000 000 Number 344 25 1,266 97% 96% 95% 99.94% 99.86% 98.91% 96.16% 100% 99.81% 400 Manual count Camera count Spitsmijden | Experimental design and modelling 300 200 23 35-49 jaar ticked 107 times. In 47 ofwoon-werk these cases, an EVI registration did in fact take place despite Spread of EVI readings across Frequentie rit the record. Two OBUs were found to be faulty or improperly fitted. This accounted for A12 12% 14 reports. Forty-four reports were caused by a beacon that was not optimally aimed; 5,182 5,000 for the remaining two reports, no explanation could be found. 4,000 26% Results62% 3,029 The EVI system performed very well: it made a total of 31,585 EVI readings in the period 24 3,000 August 2006 – 24 January 2007. The readings were taken at four locations from Zoetermeer towards The Hague, and at the test location at the RDW Zoetermeer parking facility. 2,000 2,578 1,344 1,102 1,000 reported During the measurement period, the 340 participants a mere 60 cases of 309 malfunction that, when checked, showed that no EVI registration had taken place. 06.00 06.30 Seen against the total number of registrations, it can be established that a07.00 score 07.30 of 06.30 07.00 07.30 08.00 11 99.81% was achieved (see Figure 3.11). 2 1,955 08.00 08.30 09.00 0 08.30 09.00 09.30 10 The comparison between the Figure 3.11: Results of the OBU / EVI system Number of EVI measurements per location 25,000 26,772 100% 99.94% 99.86% 98.91% 96.16% 400 100% 99.81% 99% 98% 20,000 15,000 10,000 5,000 0 500 Functioning per location A 1,392 1,463 677 1,266 B C D E A A12 B Zwaardslootseweg 300 97% 96% 95% 94% 200 A B C D E C Zoetermeerse rijbaan E RDW parking facility D Pijnacker F Total Detection rates of camera systems used at different locations in the Spitsmijden project 100 F 0 N470 N206 98.5% The majority of the malfunctions were caused by a less than optimum setting 45% circumstances up of the EVI beacons alongside the local exit roads. Local led to a A B C D 97% 40% conscious choice for a less optimum situation. The EVI location over the A12, which 35% 96.5% 30% was installed in accordance with the supplier’s instructions, produced even more 25% 96% 20% favourable results: with only 2 relevant malfunctions out of 26,772 readings, the 95.5% 15% detection rate (%) 10% final result was 99.99%. 95% Besides 94% 5% 0% By car By car By car By car before 07.30to07.30-08.00 08.00-09.00 09.00-09.30 the registration through the OBU device, it was necessary detect the passing of the participants along alternative routes from Zoetermeer towards 93.5% The 35% possible routes, it was 93% Hague. Because the EVI registration covered only four A B C D 30% necessary to identify other alternative routes from Zoetermeer towards The Ha92.5% 25% N470 N206 N494 Aziëweg gue. One of the solutions was to place additional license plate recognition camera 20% systems on these alternative routes and to spot participants who tried to evade 15% the EVI detection system. One of the tasks of the project 10% team was to choose from the many possible locations the most appropriate places 5% to install the cameras. The locations are shown in Figure 3.12. 0% By car after 09.30 effect of Yeti reward Camera system 94.5% effect of monetary reward 97.5% By car By car By car By car By car before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 after 09.30 11 The figures concerning the functioning of EVI are based on the EVI measurements, the camera measurements and the `No OBU beep’ reports that were logged by the participants on the Spitsmijden website during the trial. 24 Experimental design and modelling | Spitsmijden Figure 3.12: Locations of camera systems in Zoetermeer registration equipment EVI with camera camera In order to gain more insight into the real situation and to improve the control of detections, it was decided to install the camera systems also at locations where EVI devices were already present. The reasons for this were: 1. The participants were thus registered by both detection systems on the main roads from Zoetermeer towards The Hague. That provided an additional checking rule for detection of the participants in situations where the reward should or should not be given. 2. The functioning of both systems was checked simultaneously and any mistakes or malfunctions were identified in time (for more information, see § 3.4). 3. The cameras detected every vehicle passing along the road. There was a danger that participants would use the family’s second car and thus collect a reward while travelling during the rush-hour. Therefore, the license plate numbers of second (and even third) cars in the participants’ families were also registered and their passing was detected. 4. The cameras detected all traffic and thus also measured the volumes of the total traffic, which in additional analyses can be used to calibrate the behavioural changes of the participants. It should be noted that the above aspects are crucial for this sort of experiment. What are ‘traffic cameras’? Traffic cameras are used to detect car movements based on the recognition of license plate numbers. These devices are installed alongside roads and are able to recognize the license plate numbers of different categories of vehicles (pas- senger cars, motorbikes, buses, trucks). It has been proven that these systems are efficient in different traffic situations (congestion, bad weather, etc.). It should be noted that for this technique it is not necessary to have a special device in the car. Figure 3.13 shows such a camera in use. Figure 3.13: A camera system placed at N206 location in Zoetermeer, the Netherlands How a camera system for licence plate recognition works It should be noted that, despite the previously explained OBU systems, the cameras are able to detect and recognize all the traffic passing along a particular road (and not only the participants with installed OBU device). In accordance with privacy laws, the licence plate numbers of non-participants in the trial were not used in the analysis or in any other part of the project. Moreover, these licence plate numbers were deleted from the dataset. Spitsmijden | Experimental design and modelling 25 EVI beacon 25-34 jaar HBO HBO/WO >49 jaar 25-34 jaar 56% 24% LBO GPRS router OVP 48V DSRC 220V power supply HBO HBO/WO 5 OBU Such a camera (or video) system comprises hardware and software. The hardware component consists of the camera itself, its support structure, the processor used 35-49 jaar FTP serve to process the images of license plates, a central server for collecting data, the Spitsmijden project office electric supplies, batteries, etc. The software component consists of license plate Spread of EVI readings across rush hour recognition software, whereby the license plate images are recognized, transforSpread of EVI readings acro Frequentie woon-werk rit med and sent to the central server. The data are then processed and analysed. 5,182 5,000 4,000 26% 3,000 2,000 1,000 1,102 309 Figure 3.14: Traffic cameras 06.00 06.30 06.30 07.00 07.00 07.30 Spitsmijden database A12 12% 5,182 Efficiency of the camera systems 5,000 The performance of all the camera systems was checked and controlled during 4,000 the trial. This was done by using a video camera to register the traffic situation for 26% 62% 3,029 at least one hour. The recordings were analysed by manually counting the vehi- 3,029 2,578 2,160 cles (light1,955 blue histograms in Figure 3.15) and comparing 3,000 the figure with the data obtained from 1,344 the camera system (dark blue histograms in Figure 3.15). In this way, 2,000 the performance of all the 832 cameras used in the project at the different locations in 1,102 552 467 0.398% 427 Zoetermeer was determined. The detection rates varied between 94% and 1,000 309 (see Figure 3.16). 07.30 08.00 08.30 09.00 09.30 10.00 10.30 11.00 11.30 08.00 08.30 09.00 09.30 10.00 10.30 11.00 11.30 share morning rush-hour A12 12.00 0.25 06.00 06.30 06.30 07.00 07.00 07.30 Figure 3.15: The number of cars detected by the camera and the number established 0.2 The comparison between the observed and via camera system registered data by the manual count 500 Functioning per location 99.94% 99.86% 98.91% 96.16% 100% 99.81% 99% 98% 25,000 300 20,000 97% 96% 95% 94% Camera count 26,772 C D E F 1005,000 0 d at roject 0 A N470 1,392 1,463 677 1,266 B C D E N206 N494 94% Aziëweg B C D The comparison between th 0.05 E 400 300 200 06.00 06.20 06.40 07.00 07.20 F 100 N470 N20 Detection rates of camera at Figure 3.16: Detection rates (in systems %) ofused camera systems used at different locations 97.5% A Preliminary measurement 45% B€3 40% C Variable reward 35% D€7 97% 96.5% 96% 95.5% 95% By car By car By car By car By car before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 after 09.30 94.5% Passenger detection rate (%) Public Bicycle transport effect of Yeti reward 35% 30% A B C D 25% N206 10% 5% Data structures 0% and database By car By car before 07.30 07.30-08.00 26 93% N470 15% 30% 25% 20% 15% 10% 5% Teleworking 0% A B C D N494 35% A Preliminary measurement B Reward relevant 30% C Reward not relevant DAziëweg Only traffic information 25% 20% 15% 10% 0.2 0.18 0.16 0.14 0.12 0.1 By car By car By car By car By car 0.08 08.00-09.00 09.00-09.30 after 09.30 before 07.30 07.30-08.00 93.5% 92.5% 20% effect of monetary reward A B C D effect of Yeti reward effect of monetary reward 45% 40% 35% 30% 25% 20% 15% 10% 5% 0% 98.5% 94% Aziëweg 08.00 08.30 09.00 08.30 09.00 09.30 0 different locations in the Spitsmijden project ction rate (%) 100% 99.81% 0 A 1,344 500 0.1 97% 96% 95% 10,000 B 99.94% 99.86% 98.91% 96.16% 99% 98% 15,000 200 A Functioning per location 100% 1,955 0.15 share morning rush-hour 100% Manual count Number of EVI measurements per location 400 07.30 08.00 2,578 0.06 A B C D 0.04 0.02 0 06.00 06.20 06.40 07.00 07.20 During the trial, different data from different sources were processed. In order to 5% store and data, anPublic appropriate structure was needed. Because By car By carretrieve Teleworking By car collect, Passenger Bicycle data 0% 08.00-09.00 09.00-09.30 after 09.30 transport By car cameras, By car By car log-By car data were available from different locations, different sources (OBU, before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 books) and in various formats, the way they were collected and stored was crucial. Experimental design and modelling | Spitsmijden By car after 09.30 Data from different sources also needed to be stored, processed and retrieved from the database. EVI data stream The collection of observation data generated by the EVI beacons is illustrated in Figure 3.17. Figure 3.17: EVI data EVI stream data stream aar huishoudenssamenstelling 5% 2% RDW Domain Domein 13% cabin EVI beacon 24% DSRC OVP GPRS router RDW Server Vodafone Vodaphone Remote control 48V 220V power supply Powersupply 220V Vodaphone leasedline line EVI Vodafone leased system OBU EVI Download passages Spitsmijden project office VLS-rpl internet FTP server VLS-beh intranet ur 552 427 467 11.00 11.30 11.30 12.00 nd via camera system registered data d via camera system registered data Manual count share morning rush-hour Spitsmijden Data Base database Spitsmijden 0 10.30 0 11.00 0.25 0.2 XML passages data participants manual Post-measurement Nameting EVI beacon The EVI beacons communicated with passing OBUs on the basis of DSCR (dedicated short range communication). Data were transmitted from the OBU to the beacon, where they were recorded. The data in the beacon could be accessed by a back-office system. Such a beacon can record 20,000 – 25,000 registrations in its internal buffer. 0.15 0.1 Camera count XML VLS oracle OBU The OBU (On Board Unit) was in the form of a small transponder fitted to the windscreen of the vehicles, using a holder and glue. The OBU was programmed with the registration number of the vehicle for identification purposes. Each OBU had its own unique ID. Both the holder and the OBU were fraud-resistant: if the Vóórmeting Preliminary measurement holder was removed from the windscreen, the glue was irreversibly damaged. As 3 euro €3 soon as an OBU was removed from its holder, thereward factVariabel was immediately registered Variable €7 by the EVI beacon at the next detection point. 7 euro 0.3 0.05 0 Cabinet 07.40 08.00 08.20 08.40 09.00 09.20 09.40 10.00 passagetijd The cabinet was waterproof and installed at the EVI location near to the beacon. It passage time contained the following elements: • Power supply: for the 48 V power supply required by the EVI beacon; • OVP (over-voltage protector): distribution centre for power supply and data com- 06.00 06.20 06.40 07.00 07.20 Aziëweg Az.weg rd A Preliminary measurement 3 B 3€euro C Variable reward 7 D 7€euro Public Bicycle Teleworking share morning rush-hour 94 Austria Oostenrijk GSM GPRS 0.2 0.18 0.16 0.14 0.12 munication. Also provided protection against overloading of the beacon; • Router: for the GPRS communication with the back office. Vóórmeting Preliminary measurement Beloning, relevant Reward relevant Reward not relevant Beloning, niet relevant Only traffic information Spitsmijden | Experimental design and modelling Verkeersinformatie Post-measurement Nameting 27 GPRS and Vodaphone rented line Communication between the router and the back-office system was via GPRS (general packet radio service) over a dedicated Vodaphone rented line. Structure of the database Data were different with regard to locations, time dimension, precision, etc. The structure of the database was such that it was possible to process, retrieve and store all the data. The database was connected with the central server, where the data were collected. A dedicated database structure was developed for this project. It was designed and developed using Relational Rose and MySQL database software. The main data held in this database concern: participant, vehicle, movements, detection point, reward scheme, reward type, etc. Figure 3.18 shows the structure of the database. Figure 3.18: Spitsmijden database structure Role of the Detection participant point Participant Vehicle Passage Reward type Reward class in trial Reward Reward scheme The registrations from the different traffic locations were the input for the database. They were assigned to the participant and vehicle that was detected using the previ- ously described detection techniques. Based on these detection points, the reward was calculated for the participant based on the corresponding reward class (see § 3.2). All registrations of participants were preserved in the evidence in the Spitsmijden database. Results The database was used for various purposes: • The helpdesk used the data to support the participants and to give them information in the case of unclear situations; • The data were used to check the techniques applied during the trial; • The data were used to calculate the participants’ rewards based on their detection; • The data were distributed to various project partners for further scientific analysis. Website and logbook 28 In order to inform and communicate with both the participants and the project partners, it was decided to design and develop a dedicated website (www.spitsmijden.nl). It was used for the following tasks: 1. To register the participants in the trial; 2. To provide information about the trial; 3. To communicate with the participants via a personalized page; 4. To communicate internally within the project. Experimental design and modelling | Spitsmijden The participants were obliged to provide information about their travel behaviour by completing personalized logbooks on the website. Moreover, they were able to check their movements on the website and see the rewards they had earned. A screenshot of the website is shown in Figure 3.19. The website provides not only information about the purpose and the scope of the project (e.g. which geographical area was covered), but also the conditions that commuters needed to fulfil in order to participate in the trial. It explains the organization and structure of the trial and where the participants and others (e.g. media representatives) can obtain information about the project partners involved in the trial. Figure 3.19: The Spitsmijden website For this project, in which travel behaviour is the central issue, it was necessary to obtain from the commuters information about their travel behaviour (e.g. their de- parture time and other relevant details). This information will be used for further scientific travel behaviour analysis in the second stage of the project. Figure 3.20 presents a screenshot of the logbook used in the trial. The participants were obliged to fill in these forms via the Spitsmijden website every week. Figure 3.20: The logbook page Both the website and the logbook proved to be very useful. Spitsmijden | Experimental design and modelling 29 Yeti smartphone as a reward Some of the participants chose to use and (possibly) earn a Yeti smartphone, rather than a financial reward. The purpose of using Yetis was to investigate the influence of the actual and historical travel information (e.g. about delays, road works, etc.) on the travel behaviour of the participants. The question how much and in what way travel information would influence the travel decision of the participants needed to be answered. In addition, the Yetis were used not only to send traffic information to the participants, but also to establish the location of their vehicles. This information was useful for checking the registrations in the project and will be used for the further scientific analysis of travel information. Figure 3.21: Yeti smartphone The smartphone used in the trial is a form of PDA (personal digital assistant) that incorporates a mobile telephone, diary, e-mail function, Internet access, camera, etc. The smartphone can be easily placed in a vehicle using a simple plug-in holder (Figure 3.21). The use of the smartphone is handsfree; it is thus considered safe to use while driving. The participants could install the smartphone themselves, using the installation guide. If they had any questions, they could contact the Spitsmijden helpdesk. The most recent information about traffic congestion was sent to the participants via GPRS (general packet radio service). Congestion information from the Depart- ment of Waterways & Public Works traffic centre was sent via the Yeti to the participants. Such information is updated every minute. The congestion information is presented in the form of a traffic map, with the possibility to zoom in or zoom out (see Figure 3.22). Moreover, using a PDA website that had been custom made for the trial, the participants were able to see the actual travel times in minutes between Zoetermeer and Prins Clausplein in The Hague. The idea is that the participants would use this information for their travel decisions. It should be noted that the participants were obliged to use their Yeti while travelling from Zoetermeer towards The Hague. The participants were required to remove the smartphone from their car while it was parked. This allowed them to read the traffic information provided by the Yeti while, for example, at home or the office. The decision when and how to travel could thus be made before starting the trip. Figure 3.22: Yeti smartphone screen, showing traffic information Via this website, the participants also had information about relevant incidents on the Zoetermeer–The Hague route, as well as recent information about public transport (delays etc.). The participants could use such information also when they were not driving (e.g. while they were eating breakfast prior to departure). The Yeti device is equipped with a GPS (global positioning system) receiver. The traffic map displayed on the smartphone can show the environment in which the car is situated. More importantly, the Yeti also uses GPS to register the exact location of the car. This information was used to analyse which routes the participants took and to check the detections. The results show that the travel information influenced the travel behaviour of the participants. A more detailed analysis will be performed and published during stage 2 of the project. 30 Experimental design and modelling | Spitsmijden 3.4 Quality control of data and processes The control of procedures in the Spitsmijden trial received special attention. Twice a week: • The registrations from OBU and cameras were compared; • The registration from OBU and camera was compared with the content of the logbooks; • The functioning of EVI cameras was checked; • The status of the OBU device in the participants’ vehicles was checked; • The use of the family’s second / third car was checked. Apart from these periodic checks, ad hoc data checks were conducted in order to identify potential issues with the data registration: • The customized logbook entries were examined at the beginning of the trial in order to check which circumstances the participants felt they could not classify under the proposed alternatives. For some recurring issues we provided feedback in the weekly newsletter on the definition of the proposed alternatives; • Different database tables were inspected repeatedly in order to identify potential inconsistencies between tables or typos in manual data input. Detection of the use of alternative routes The participants could use routes other than the A12 to reach The Hague. There- fore, not only the movements of the participants along the A12 from Zoetermeer towards The Hague were checked, but so too was the traffic on the alternative routes from Zoetermeer towards The Hague. Sophisticated detection techniques (see § 3.3; Camera system) were used to check whether the participants used the A12 or other, less congested routes. Thus, the participants were not able to evade detection during the morning rush-hour. Use of the family’s second / third car Because the participants could have used their family’s second or third car to drive during rush-hour and thus evade detection, additional cameras were placed on all relevant routes. The following rules were applied in order to prevent misuse of the trial: • Participants signed a contract in which it was clearly stated that misuse of the trial was not allowed; • To support the OBUs (whose reliability is guaranteed to be 99%), the alternative routes were equipped with traffic detection cameras; • The logbooks and the detected movements were compared with each other. 3.5 Special traffic circumstances This section concerns some special circumstances that may have influenced travel behaviour during the trial. The aim is to identify relevant indicators that can be included in subsequent, more detailed travel behaviour analyses. RandstadRail The historical public transport supply on the Zoetermeer-The Hague corridor mainly relies on two heavy-rail systems. The first is a local rail loop (Zoetermeer Stadslijn) that serves all quarters north of the A12 motorway and connects them to The Hague. The second is the mainline rail connection between Gouda and The Hague, which serves two stations in Zoetermeer (both are adjacent to the A12 motorway). The original reason to schedule the trial for the autumn of 2006 was the redesign of the local rail network during the summer of 2006. The plan was to convert the local heavy-rail loop into light rail operation and to link it to the existing light rail Spitsmijden | Experimental design and modelling 31 system in The Hague. As the start of the trial approached, however, it became clear that construction planning had gone off track and that the trial would have to start with reduced rail operations (mainline rail only). A more or less scheduled bus replacement service continued to operate after the summer. However, this bus service was no match for the traditional local rail service: during rush-hours, it was slowish (at best). The mainline rail service continued at its normal pace. Even though there were some additional trains, in general the service was not able to cater for the increased demand. As a result, rush-hour trains were generally overcrowded. After the start up of the renewed local rail service had been postponed a couple of times, it was decided to start a local light rail service on part of the system on 29 October 2006 (the other part continuing to be unserviced until further notice). Besides some start-up problems (including two minor derailments), everything went quite well, so it was decided to cancel the major part of the bus replacement system by 19 November 2006. But it took only a couple of days until the system got back off track – this time literally. Two major derailments, which caused many injuries, happened on 29 November 2006. The whole light rail system was immediately shut down. However, it proved difficult to restart the replacement bus service: the bus opera- tor had already shifted vehicles to other locations, and for the first couple of days the bus service was chaotic. It took till 11 December 2006 to get scheduled bus operations back on track, facing again the same traffic congestion problems of the original bus replacement service. Mainline trains continued to be overcrowded during the rush-hour. By the end of the trial, the public transport supply was again comparable to that at the start: no light rail, a substandard bus replacement service and an overcrowded mainline rail. It was difficult to collect reliable information on bus and train operations during the period of the trial. Mainline rail timetables have been saved, but replacement bus operations are difficult to track down for at least part of the trial period. As mentioned, part of the replacement bus service ran unscheduled in the first days of December 2006. As for fares the picture is somewhat clearer, as the evolution of ticket prices (including season tickets) for the different modes has been archived. The impact of public transport supply (including fares) on travel behaviour will receive more attention in subsequent project research. Traffic situation The congestion information related to the period of the trial has been stored for further scientific analysis during stage 2 of the project. For example, it will be used to analyse the influence of information about traffic delays on the travel decisions of the participants. Weather As the weather can influence modal choice (especially the decision to cycle), we collected some indicators on weather observations. The Dutch meteorological service provides a dataset with fifteen daily weather indicators based on automated observations at different locations in the Netherlands. The observation points closest to the area of the trial are Rotterdam, Utrecht, Schiphol and The Bilt. We took the Rotterdam observations as being the most representative of the circum- 32 Experimental design and modelling | Spitsmijden 3.6 Analysis Effects of rewards on travel demand stances in the area of the trial, and so added them to the project database. The actual impact of the weather on travel behaviour will be studied at a subsequent stage of the project. The participants could earn a reward by not travelling by car during the morning rush-hour. Those participating in the monetary reward variant could receive one of three different rewards (€ 3, € 7, variable reward). Those participating in the Yeti variant were divided into two groups. In one group, those who avoided the rushhour enough times were allowed to keep their Yeti at the end of the trial. They also received traffic information. Those in the second group received only traffic information (see § 3.2; Reward scheme). This section discusses the behavioural effects of the various rewards. This is done by analysing the distribution across travel modes and travel times in various reward variants and comparing these distributions with those in the reference periods before and after the trial. The analyses are based on the automated registration of vehicle movements (EVI and cameras) combined with information from the logs filled out by participants (see § 3.3). In the analyses described throughout section 3.6, we included only observation days on which travel behaviour could actually impact the reward obtained (see § 3.2; Reward classes). Furthermore we excluded observation days for which the participant indicated in the logbook to be on holiday, to be ill or not to have to work (part-time workers). Explanatory variables were derived from the initial questionnaire D2 (see Chapter 4). The figures presented in section 3.6 'Effects of rewards on travel demand' may differ slightly from the figures presented to the press in January 2007, due to small differences in the classification of participants into response categories. More specifically, the January 2007 figures included the non-working days of part-time workers. Financial reward Table 3.16 indicates the transport methods and travel times at pre-measurement, for the three reward variants and at post-measurement. It gives the division of all commutes (or telework days) made during the period and / or for the variant.12 In the periods without rewards (pre- and post-measurement), 47-50% of the participants travelled by car during the rush-hour. This indicates that a large proportion of the participants used to travel outside of rush-hour before the reward scheme was introduced. This is partly because we used a broader definition of rush-hour during the recruitment phase. In addition, it seems that a quarter of the participants began practising adjusting their driving behaviour during the preliminary measurements. This percentage shrank to 26% with a € 3 reward and to 19-20% with a € 7 or variable reward. The effect of rewards on car travel during rush-hour was very significant. Avoiding the rush-hour was primarily realized by travelling by car outside of the rush-hour period. The proportion of car trips before 07.30h increased from 20% to 33-39%. The proportion of car trips after 09.30h increased from 10% to 15-16%. Total car use over all time periods decreased from 80% to 73-75%. 12 We assume that all movements during the morning rush hour are made by commuters. This seems a reasonable assumption in view of the recruitment (§ 3.1; Recruitment of participants), the survey information (Chapter 4) and the exclusion of non-working days from the observations. Spitsmijden | Experimental design and modelling 33 After the end of the reward phase, car use during the rush-hour returned to premeasurement levels. This suggests that behaviour stimulated by rewards is not continued when the reward is withdrawn. Apparently, the participants do not opleidingsniveau deelnemers Deelnemers naar huishoudenssamenstelling value the alternative behaviour stimulated by the reward enough to continue VMBO/HAVO 2% 5%as travelling 13%outside of using the options they had chosen during the trial, such LBO the rush-hour or using public transport. Another explanation is that the measures taken to enable participation in the Spitsmijden trial, such as adjustments in work times or family obligations, were taken only for the duration of the reward period. leeftijdsverdeling deelnemers <25 jaar 25-34 jaar HBO HBO/WO 56% 24% DSRC The decrease in car use was primarily attained by increased public transport use (from 4% in the preliminary measurements to 9.5-12% during the reward phase). An interesting detail is that public transport use was slightly higher during the postmeasurement period than during the preliminary measurements. We can also state that the bicycle is not a viable alternative to the car for commuting from Zoetermeer towards The Hague. As discussed earlier, inclement weather may have played Spread of EVI readings across rush hour a role during the trial. The number of teleworkers increased slightly during the trial. 35-49 jaar Frequentie woon-werk rit OBU A12 12% A comparison of5,182 the different reward variants shows that a reward of € 3 leads to the greatest effect (i.e. a reduction in travel during rush-hour from 50% to 26%). 4,000Variable rewards and a € 7 reward lead to an additional reduction of 19%. Signifi5,000 26% cantly, variable rewards lead to a distribution over alternative transport methods 3,029 times that is almost identical to what is achieved with a € 7 reward. Apparent2,578 2,160 ly, the participants reacted to the maximum reward ( € 7) in the variable variant. 1,955 3,000 and 832 Table 3.16: Distribution of1,000 commutes by time and transport method for the various monetary rewards 552 467 427 309 N470 34 N206 effect of monetary reward detection rate (%) 45% 40% 35% 30% 25% 20% 15% 10% 5% 0% 35% By car By car By car By car By car before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 after 09.30 A B C D Aziëweg 25% 20% 15% A Preliminary measurement B€3 C Variable reward D€7 Passenger 0.3 0.25 0.2 0.15 0.1 0.05 0 06.0 Aziëweg A B C D Experimental design30% and modelling | Spitsmijden N494 N494 Figure 3.23: Distribution of commutes by time and transport method for the various monetary rewards ffect of Yeti reward Detection rates of camera systems used at different locations in the Spitsmijden project N206 share morning rush-hour 1,344 1,102 Public transport Bicycle Teleworking share morning rush-hour 2,000 Preliminary measurement €3 Variable reward €7 Post-measurement 06.00 06.30 07.00 07.30 08.00 08.30 09.00 09.30 10.00 10.30 11.00 11.30 08.30 09.00 09.30 10.00 10.30 38.5% 11.00 11.30 12.00 06.30 07.00 By car before 07.30h 20.1%07.30 08.00 33.0% 37.8% 20.7% By car 07.30-08.00h 17.8% 8.9% 7.4% 6.0% 19.1% The comparison between the observed and10.9% via camera system registered data By car 08.00-09.00h 27.4% 15.1% 9.9% 24.3% By car 09.00-09.30h 4.8% 2.4% 2.4% 2.2% 3.8% 50016.0% By car after 09.30h Functioning per location 10.3% 15.9% 15.1% 12.0% Number of EVI measurements Manual per location Another family car 1.0% 0.7% 0.4% 0.4% count 1.0% 400 99.94% 99.86% 98.91% 96.16% 100% 99.81% Another, non-family car 0.1% 0.6% 0.1% 0.2% Camera 0.5% 100% count Passenger 99% in carpool 0.8% 1.9% 1.8% 2.2% 1.4% 300 98% Public transport 3.9% 9.5% 12.0% 11.4% 6.1% 97% 200 96% Bicycle 5.2% 4.1% 3.2% 3.5% 1.6% 95% 1,266 means of transport 1,392 1,463 677 Other 2.8% 2.1% 3.2% 2.2% 2.0% 94% 100 B C D E A B C D E Teleworking 2.6%F 3.1% 3.2% 3.9% 2.5% 0 2.7% Other work location 3.2% 2.8% 3.4% 4.8% 0 EVI beacon 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 A Preliminary measurement B Reward relevant C Reward not relevant D Only traffic information 0.04 0.02 Yeti as a reward In the Yeti variant, three situations were presented during the trial: 1. For the duration of five weeks the participants had to avoid enough rush-hours to be allowed to retain the Yeti. They also received traffic information on the Yeti; 2. For the duration of five weeks the participants only received traffic information; 3. Situation 1, but this was no longer relevant: the participant had already been allowed to keep the Yeti or he / she had not avoided enough rush hours to keep it, although he / she still received traffic information on the Yeti. The division of all commutes into different periods and into the different reward variants is displayed in Table 3.17 and Figure 3.24. The percentage of car trips during the rush-hour shrank from 43% to 15% due to the prospect of being rewarded with a Yeti. This decrease is comparable with the reduction due to a monetary reward of € 7 or the variable reward. As in the monetary variant, this reduction was largely realized by an increase in trips before 07.30h (from 21% to 31%) and after 09.30h (from 17% to 25%). Total car use over all periods declined from 81% to 71%. As with the monetary variants, this decrease was realized by an increase in the use of public transport (from 6% to 13%), with the bicycle playing no significant role. Unusually, in this reward variant more participants chose teleworking than in the monetary variants. As in the monetary variants, post-measurements indicated that the number of car trips during the rush-hour had returned to the level of the preliminary measurement. An interesting phenomenon occurred when participants received traffic information on the Yeti but could not earn a reward. This was the case when the reward was no longer relevant as the Yeti had already been earned or could no longer be earned, or during a period without a reward. In these cases, the number of car trips during the rush-hour was significantly lower than during the pre- and post-measurements. One possible explanation is that the traffic information enabled the participants to avoid traffic due to heavy congestion by delaying or advancing their departure time or choosing another form of transport. A second possible explanation is that the participants may not have been completely familiar with the relevance to their reward of avoiding traffic and therefore may have adjusted their behaviour when it was not strictly necessary to do so. A third possibility is that the arrangements made to avoid traffic (e.g. changed work times) were made for the entire period of the trial and therefore continued during the periods with no reward apart from the traffic information. Spitsmijden | Experimental design and modelling 35 07.00 07.30 08.00 08.30 09.00 09.30 10.00 10.30 08.30 09.00 09.30 10.00 10.30 11.00 07.30 08.00 467 11.00 11.30 11.30 12.00 The comparison between the observed and via camera system registered data Table 3.17: Distribution of commutes by time and transport method for the various Yeti reward types Number of EVI measurements per location Functioning per location detection rate (%) effect of monetary reward Preliminary 99.94% 99.86% 98.91% 96.16% 100% 100% measurements 99% By car before 07.30h 21.0% 98% By car 07.30-08.00h 11.6% 97% 96% By car 08.00-09.00h 20.8% 95% 1,266 1,392 1,463 677 By car 09.00-09.30h 10.4% 94% B C D E A B C D E By car after 09.30h 17.1% Another family car 1.5% Another, non-family car 0.4% Passenger in carpool 1.1% Detection rates of camera systems used at different locations in the Spitsmijden project Public transport 5.8% Bicycle 2.2% 45% Other transport A B 1.9% C D 40% Teleworking 2.6% 35% 30% Other work location 25% 3.6% 20% 15% 10% 5% Figure 0% 500 Reward Reward Only traffic 400 99.81% relevant not relevant information 30.9% 300 24.9% 21.9% 4.8% 8.9% 10.0% 6.9% 200 16.3% 16.6% 3.3% 100 4.4% 5.8% F 25.3% 20.1% 21.3% 0.4% 0 0.2% 1.4% N470 N206 N494 0.1% 0.6% 0.1% 3.0% 2.4% 2.2% 13.2% 12.9% 9.0% 0.8% 0.8% 1.7% 2.5% 2.0% 2.5% 5.1% 4.0% 3.8% 3.7% 2.4% 3.8% before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 after 09.30 N206 2% 13% N494 Aziëweg 56% 24% effect of Yeti reward Deelnemers naar huishoudenssamenstelling 35% 30% A B C D 21.3% 10.4% 24.2% 7.0% 17.2% 0.2% Aziëweg 0.5% 2.0% 6.6% 0.7% 2.5% A Preliminary measurement B€3 2.9% C Variable reward 4.5% D€7 transport EVI beacon 20% 15% DSRC 10% 5% 0% OVP GPRS router A Preliminary measurement B Reward relevant C Reward not relevant information D Only traffic Remote control 48V Vodaphone leased line EVI system By car By car By car By car By car before 07.30 07.30-08.00 08.00-09.00 09.00-09.30 after 09.30 Spitsmijden project office FTP server Passenger Public transport Bicycle Teleworking Download passages VLS-rpl internet XML passages fore and after the rush-hour. For the traffic analysisXMLit is important to view the distribuSpitsmijden database data tion of car trips over the morning in more detail. The table below shows the distribuparticipants tion of car trips over ten-minute intervals as a proportion of the totalmanual number of trips. 1,344 832 552 09.00 09.30 10.00 10.30 09.30 10.00 10.30 11.00 427 467 11.00 11.30 11.30 12.00 between the observed and via camera system registered data Manual count share morning rush-hour Figure 3.25: Distribution of participants’ car trips during the morning rush-hour (monetary variant) 2,160 0.3 Preliminary measurement €3 Variable reward €7 Post-measurement 0.25 0.2 0.15 0.1 Camera count 0.05 0 06.00 06.20 06.40 07.00 07.20 N494 36 Aziëweg 08.00 08.20 08.40 09.00 09.20 09.40 10.00 passage time Experimental design and modelling | Spitsmijden -hour N206 07.40 0.05 0 06.0 0.2 0.18 0.16 0.14 0.12 0.1 0.04 0.02 06.0 EVI Distribution of traffic VLS-beh VLS intranet In the previous section we mentioned the shift from the rush-hour to theoracle period be- ngs across rush hour 0.1 0 220V power supply OBU 0.15 0.06 Austria RDW Server Vodaphone 0.2 0.08 RDW Domain GSM GPRS cabin 25% 0.25 Camera Post-measurements count 3.24: Distribution of commutes by time and transport method for the various Yeti By car By car By car By car By car Passenger Public Bicycle Teleworking reward types EVI data stream 5% Manual count 0.3 share morning rush-hour 06.00 06.30 06.30 07.00 427 share morning rush-hour 552 309 0.2 Preliminary measurement count 0.05 0 06.00 06.20 06.40 07.00 07.20 N206 By car By car 00-09.30 after 09.30 By car By car 00-09.30 after 09.30 N494 Aziëweg A Preliminary measurement B€3 C Variable reward D€7 Passenger Public transport 08.00 08.20 08.40 09.00 09.20 09.40 10.00 passage time Figure 3.26: Distribution of participants’ car trips during the morning rush-hour (Yeti variant) Bicycle Teleworking share morning rush-hour N470 07.40 0.2 Preliminary measurement Reward relevant Reward not relevant Only traffic information Post-measurement 0.18 0.16 0.14 0.12 0.1 0.08 0.06 A Preliminary measurement B Reward relevant C Reward not relevant D Only traffic information 0.04 0.02 0 06.00 06.20 06.40 07.00 07.20 Passenger Public transport Bicycle Teleworking 07.40 08.00 08.20 08.40 09.00 09.20 09.40 10.00 passage time Figure 3.25 and 3.26 show that the majority of the car trips during the pre- and postmeasurements took place between 07.10 and 07.40h. A significant number of car trips therefore take place before 07.30h, even without a reward. When a reward is of- fered, two new peaks are clearly visible. The largest peak, representing 20-25% of the trips, occurs at 07.20h, just before the critical time period beginning at 07.30h. The second peak is at 09.40h, just after the time period ending at 09.30h. These peaks remain the same during all of the reward variants, including the period with only traffic information, although peak sizes vary between the variants as described above. In the Yeti variant, the second peak is slightly higher than in the monetary variant. Conclusion A preliminary conclusion is that rewards, whether monetary or in the form of a Yeti, lead to substantial decreases in the number of car trips during the rush hour. Both variants result in a halving of the total number of car trips. One important observation is that a relatively low reward (€ 3) results in the most significant effect in avoiding traffic. The additional value of higher rewards is relatively slight. In the Yeti variant, participants appeared to avoid traffic even when there was no reward. This effect is possibly due to the provision of traffic information, but may also be the result of misunderstanding by the participants about the reward structure. The reduction of traffic trips was largely realized by delaying or advancing departure times, as well as by a slight increase in the use of public transport. Effects at the individual level In the previous section we discussed the effects of the reward variants on the total distribution of transport options. These total effects were the sum of all of the individual behavioural adjustments. In this section we discuss these individual adjustments in more detail, paying special attention to the differences between the preliminary measurements and the various reward types. We also examine whether the use of certain transport options increased or decreased as a result. Behaviour change in the monetary variant Table 3.18 illustrates the behavioural changes in relation to the preliminary measurement by reward variant. The results confirm the description in the previous Spitsmijden | Experimental design and modelling 37 section. The majority of the participants drove less often during the rush-hour, choosing instead to drive before or after it. A smaller group chose to take public transport more often or to work from home. Significantly, approximately 30% of the participants in each variant chose not to avoid the rush-hour, sometimes even driving more than during the preliminary measurement. This shows that the general tendency as described in the previous section does not apply uniformly to all participants. There are several possible explanations for this phenomenon: • First, it may be possible that during either the preliminary measurement or the reward period there occurred some unexpected circumstance (such as work- or family-related business) that required the participant to drive during the rushhour, producing a counter-intuitive reaction to the reward at the individual level. This may have had a considerable effect due to the short reward periods (three to four weeks). • It may be possible that structural adjustments relating to work, family or mobility options hindered the adjustment of behaviour, resulting in the participant not being able to execute his / her planned behavioural adjustments. (We assume that the participants volunteered for the trial with the intention to do so.) It is important to consider these factors when analysing the effect of reward on behaviour, which we do in the following section. • A more theoretical explanation is that a reduction in rush-hour traffic levels can make it more attractive for some groups to continue to drive during rush-hour. The limited number of participants in the trial, however, was insufficient to bring about a significant increase in traffic speed. This option can therefore be excluded from our analysis. Table 3.18: Distribution of participants across possible behavioural adjustments (monetary variants) €3 Variable reward €7 Increase Same Decrease Increase Same Decrease Increase Same Decrease Trips during rush-hour 17% 16% 67% 11% 18% 71% 13% 15% 71% Trips before rush-hour 47% 37% 16% 51% 34% 15% 52% 29% 19% Trips after rush-hour 38% 43% 19% 38% 42% 20% 42% 39% 19% Public transport 21% 73% 5% 21% 73% 6% 26% 71% 4% Teleworking 12% 79% 9% 13% 76% 10% 16% 75% 9% Another interesting question is whether the participants adjusted their behaviour in only one manner, or whether they combined strategies such as driving before rush-hour and taking public transport more often. When we look at the number of behavioural changes, we notice that the majority of people who adjusted their behaviour did so using only one method (such as travelling earlier). Apparently, they chose to apply the best single option based on their personal circumstances. A large group applied two behaviour options, and we noticed a trend for participants to begin to combine options to avoid traffic more often when rewards increase. 38 Experimental design and modelling | Spitsmijden Table 3.19: Distribution of participants across a number of behavioural adjustments (monetary variants) Number of options 0 1 2 3 4 €3 20% 44% 31% 4% 0% Variable 19% 44% 30% 6% 1% €7 16% 40% 35% 9% 0% Behaviour change in the yeti variant We observed a similar trend in the Yeti variant (Table 3.20). The majority of the participants drove less often during the rush-hour. This applied both to the variant with a reward and information, and the information-only variant. In both variants, most participants travelled before or after the rush-hour. A smaller number chose to use public transport or to work from home. Some participants drove as often or even more often than before the reward phase. This confirms the idea that many specific individual circumstances can influence behavioural adjustment, and that it is important to gain more understanding of them. Table 3.20: Distribution of participants across possible behavioural adjustments (Yeti variants) Trips during rush-hour Trips before rush-hour Trips after rush-hour Public transport Teleworking Reward (relevant) Increase Same Decrease 11% 17% 72% 45% 40% 14% 43% 33% 24% 21% 71% 8% 20% 73% 7% Traffic information only Increase Same Decrease 15% 15% 70% 28% 53% 18% 30% 48% 23% 20% 76% 3% 10% 80% 10% The number of behavioural options applied echoes the results of the monetary variant (Table 3.21). In the reward situation, half of those who adjusted their behaviour adopted one reaction strategy. A large group adopted two reactions. When only traffic information is offered, we see a different trend. The strategies of those who adjusted their behaviour then applied only one reaction. Table 3.21: Distribution of participants across a number of behavioural adjustments (Yeti variants) Number of options 0 1 2 3 4 Reward 16% 42% 30% 12% 0% Traffic information only 23% 64% 12% 1% 0% Experiences with spitsmijden In addition to the scale of behavioural adjustments as sketched in previous sections, it is interesting to note how the participants experienced their behavioural Spitsmijden | Experimental design and modelling 39 adjustments. Did they have to work hard to achieve them, and what measures did they take to make their adjustments possible? As indicated in Table 3.22, 43% of the participants had quite a bit of trouble adjusting their behaviour. Forty-two per cent found it relatively easy to do so. Few stated that they found it very easy or very difficult to adjust their behaviour. Table 3.22: Difficulty adjusting behaviour Very difficult Reasonably challenging Relatively easy Little effort Unknown Number 27 130 153 52 2 Percentage 7.4% 35.7% 42.0% 14.3% 0.5% Some causes of difficulty in adjusting mobility behaviour frequently mentioned were work- and family-related requirements. Lack of alternative transport means was mentioned by 5% of the participants, while 7% mentioned the delay in RandstadRail service as the reason for their difficulty in adjusting their behaviour. Table 3.23: Reasons for difficulty in adjusting behaviour Reason Percentage Work-related requirements (work times, meetings / appointments) 12.6% Family-related requirements 8.0% Availability of alternative means of transport 4.9% Weather 3.3% RandstadRail delay 6.6% Other 3.8% In some cases supporting measures are needed to make a behavioural adjustment possible. The most important measure applied by the participants was to negotiate with their employer about alternative work times or the possibility of teleworking (Table 3.23). Many participants also stated the importance of making arrangements with colleagues and family members. More than a quarter of the participants stated that they had practised adjusting their behaviour in the weeks before the trial. This implies that the difference between the preliminary measurements and the reward period is perhaps an underestimate of the true effect of the trial. Only a small group of participants had looked for information about public transport or bought a public transport pass. Table 3.24: Support measures taken by participants Support measure Arrangement with employer regarding work times or teleworking Arrangement with colleagues about work Arrangement with family members about scheduling Arrangement with family members about division of tasks Arrangements for carpooling 40 Experimental design and modelling | Spitsmijden Percentage 40.1% 24.5% 29.9% 14.8% 7.7% ∆ Continuation of Table 3.24 Purchase of a public transport pass 5.5% Purchase of bicycle and / or protective clothing 3.3% Purchase of PC / laptop / broadband connection 0.8% Gathering information about home-work public transport connections 12.9% Gathering information about home-work cycle route 3.6% Practising adjusting behaviour in weeks before trial 26.9% Other 25.0% More than a quarter of the participants stated that they had sought traffic information more often than they had before the trial. Almost two thirds stated that participation in the trial had not led to any change in the likelihood of their consulting traffic information. There is a significant difference here between the Yeti participants and the money participants: the majority of the Yeti participants used traffic information more often than they did before the trial, due to the ready availability of the Yeti. Table 3.25: Consulting traffic information during trial More often than before The same as before Less often than before Yeti variant 66% 30% 4% Monetary variant 13% 78% 9% Total 29% 64% 7% 58% per cent of the participants thought that it would be a good idea to apply reward measures to stimulate people to avoid driving during road maintenance. 14% per cent stated that this would be a bad idea. 86% per cent of the participants indicated that they would participate in a similar trial if they were given the chance. Only 5% said that they would not. Target group analysis The previous section explained how the behavioural effects of rewards can differ widely between individuals. In order to implement reward strategies it is important to determine whether different reactions relate to participant characteristics, such as their family or work situation and their mobility options. To research this further, we studied how the groups of participants differ in their degree of behaviour adjustment. The groups were identified based on the following criteria: • Car ownership; • Gender; • Single parenthood; • Availability of public transport; • Ability to start work earlier; • Ability to start work later; • Ability to depart earlier due to family circumstances; • Regular use of traffic information before the trial; • Level of education; • Income; • Age. The target group analysis was performed by estimating a logistical regression model for possible behavioural reactions, such as driving less in traffic, more often Spitsmijden | Experimental design and modelling 41 before or after the rush-hour, more public transport or working from home. Such a model represents the probability of a certain behaviour reaction as a function of the characteristics mentioned above. The logistical regression model can be expressed as a formula: Preaction= 1 1+exp [ - ( γ + βjXj )] j In this formula, Preaction is the probability of a participant showing a certain behaviour reaction. Xj represents participant characteristics that may influence the probability of the behaviour reaction, as mentioned above, and βj indicates the weight of each characteristic. By linking the behaviour reaction to the participant characteristic we can determine the weight of the βj parameters based on the observed data. In addition to the participant characteristics, we can also test the effects of different reward variants with this analysis. In this section, the parameters are represented as exp( βj ). This value indicates how much more likely a certain reaction will be when characteristic Xj is valid. For example, a value of 1.92 for exp( βj ) for the characteristic ‘availability of public transport’ (see Table 3.26) means that the availability of a public transport alternative will lead to the odds rate (P/(1-P)) being 1.92 times as great. When estimating the models, we followed a sequential procedure where only those coefficients were recorded that were significant at ( α =0.05). Target groups in the monetary variant The groups for which we found statistically significant differences in behaviour reactions are listed in Table 3.26. This table shows that car ownership has an effect on the way in which participants react to a monetary reward. A household that owns two or more cars will be less likely to reduce the number of car trips during the rush-hour (-45%). One possible explanation is that the presence of two cars indicates a greater dependency on automobility or a greater preference for car use, resulting in less motivation for reward. Ownership of two or more cars also reduces the likelihood of driving before (-41%) or after (-29%) the rush-hour. Teleworking, however, is more likely among this group. The availability of a public transport alternative has a clear effect on the participants’ reactions. If a public transport alternative is available, the percentage choosing to travel by public transport is greater and the likelihood of avoiding the rush-hour increases. Flexible work times also have a clear effect on the reactions observed. Being able to start work earlier leads to a greater number of individuals avoiding traffic, but not directly to a larger number of people actually driving before the rush-hour. Being able to leave home earlier due to a lack of family obligations, however, does lead to a larger number of people avoiding traffic by leaving earlier. Being able to start work later leads to a significant number of people who leave for work after the rush-hour. Finally, participants who could leave home later due to their family circumstances are more likely to work from home. Analysis shows that single parents rarely consider leaving for work earlier as an alternative (odds rate -79%). They are more likely to choose to travel after the rush-hour. This may be explained by child care obligations, which keep them from leaving home earlier but leave open the option of departing later. Well-educated participants were more likely to choose to work from home, and were also more likely to take public transport. Older participants were less likely to take public transport. 42 Experimental design and modelling | Spitsmijden We also found that participants who regularly consulted traffic information were more likely to show a decrease in trips during the rush-hour. The use of traffic information possibly enabled them to better avoid traffic caused by unexpected congestion. This group may be more flexible in their behavioural adjustments. Significantly, our analyses show that the amount of reward has no influence on the probability of displaying a certain reaction. The amount of reward probably has more effect on the frequency of behavioural adjustment. Table 3.26: Effects on behaviour reaction chosen (monetary variant) based on logistical regression model (exp()) Fewer trips during rush-hour Two or more cars Availability of public transport Can start work earlier Can start work later Can leave home earlier Can leave home later Income > € 4,500 Single parent At least higher professional education Age 51+ Uses traffic information weekly 0.55 Driving before rush-hour 0.59 1.92 2.83 Driving after rush-hour Travelling by public transport 0.71 Working at home 1.91 5.27 1.72 0.21 2.3 2.03 0.52 1.68 2.6 1.61 Target groups in the yeti variant This analysis took into consideration the two reward conditions for the Yeti variant, namely: • Yeti smartphone: the participants could save up to keep the Yeti at the end of the trial by avoiding traffic. They also received traffic information on the Yeti; • Traffic information: the participants received traffic information on the Yeti, but could not save up to keep it at the end of the trial. Some of the differences between the various segments of the programme shown by the Yeti participants were comparable to those seen in the monetary variant. Participants who had a public transport alternative chose to use it more often, but this did not lead to a reduction in the number of trips made during the rush-hour. Employees who were able to begin work later appeared more willing to travel after rush-hour. This emphasizes the importance of the work organization for the reaction to reward arrangements. These participants travelled less by public transport (-55%) and were more likely to see teleworking as an option. Participants who were able to begin work earlier were less likely to choose to work from home (-81%). Participants who were able to leave home later due to family circumstances were also more likely to choose to work from home. Furthermore, well-educated participants were more likely to avoid traffic, and more likely to travel before the rush-hour. This may be due to the greater flexibility in their work organization. The same applies to participants with higher incomes, who were significantly less likely to take public transport (-87%). Spitsmijden | Experimental design and modelling 43 Participants under 25 years of age rarely considered the option of travelling before the rush-hour, while participants aged between 36 and 50 were more likely to work from home. Men were more likely than women to avoid traffic. Participants who used traffic information regularly (and did so even before the trial) were more likely to travel before the rush-hour. Apparently, participants with a positive attitude towards traffic information made more effective use of the Yeti to adjust their trip to avoid heavy congestion. Finally, it appeared that when the reward of a Yeti was no longer relevant, the participants were less likely to travel after the rush-hour or to work from home. When no reward was offered, the number of participants avoiding traffic decreased significantly (-46%). Table 3.27: Effects on behaviour reaction chosen (Yeti variant) based on logistical regression model (exp()) Availability of public transport Can start work earlier Can start work later Can leave home later Income > € 4,500 At least higher professional education Age <25 Age 36-50 Male Uses traffic information weekly Reward not relevant and traffic information Traffic information only Elasticities Fewer trips during rush-hour Driving before rush-hour Driving after rush-hour Travelling by Working public transport at home 5.08 2.32 1.93 2.48 1.98 2.07 0.00 0.45 0.26 0.19 3.03 2.17 2.89 3.00 2.72 2.61 0.54 0.56 0.37 In order to perform simulations using the INDY traffic simulation model (see section 6), we created a model for the choice of travel method and time based on a stated preference survey (D3, see section 4). Based on this model, we then determined valueof-time and value-of-delay data to use in INDY simulations. In the questionnaire, the participants could choose between different means of transport (car, public transport, bicycle, other) or work at home. The car alternative had three to five variants per choice set. The alternatives were defined based on the following points: • Car: travel time, reward, departure time and estimated transit time at the measurement point; • Public transport: travel time, reward; • Bicycle: not further specified; • Working at home: not further specified; • Other: not further specified. 44 Experimental design and modelling | Spitsmijden We used these data to formulate the following choice model. This is a nested logit model in which the five car alternatives have been grouped into one nest, and the other alternatives into the other. The utility functions are: Ucar = Ccar + β1 * cost+ β2 * time + β3 * reward + β4 * SDE+ β5 * SDL+ β6 * dep7.00 + β7 * dep9.00 UPT = CPT+ β1 * cost+ β2 * time + β3 * reward Ubike = Cbike+ β2 * time + β3 * reward Uhome = β3 * reward Uother = Cother + β3 * reward Ucarnest= 1.0 * log sum Uothernest= θ * log sum Costs for the car and public transport were determined based on travel distance (measured from departure to arrival postcode). The car costs were estimated at 14ct/km for fuel and maintenance. Public transport costs per kilometre were estimated using the formula ppkm=(0.45-0.011*distance). This formula was determined based on twenty cases from the data. Travel time for car and public transport fol- lows from the trial. The average speed of the bicycle was estimated at 15km/h. SDE (schedule delay early) and SDL (schedule delay late) were based on the preferred arrival time stated by the respondents, taking the moment of transit into consideration. Example: if the pre-rush-hour period continues to 07.00h, the travel time is r, then you arrive at work at 07.00+0.5*r (assuming that you wish to arrive at work as late as possible, the EVI registration was assumed to be in the middle of the trip). With a PAT of 08.00, the SDE is therefore 08.00-07.00-0.5r. In reverse, if the post-traffic period begins at 09.00h, you will arrive at 09.00+0.5r. Your SDL is therefore 09.00+0.5r-08.00. Dep<07.00 and dep>09.00 indicate whether the departure time is before 07.00h or after 09.00h. Estimates of this model are presented in Table 3.28. Table 3.28: Estimated results of transport means choice and time model Cpt Cbike Cother time reward cost SDE SDL dep<07.00 dep>09.00 θ Adjusted rho-square LL(O) LL( β ) Parameter 2.734 1.712 0.631 -0.0220 0.249 -0.0833 -0.0147 -0.0137 0.00126 0.00123 0.199 0.49056 -536.9243 -487.4902 t-value 2.653 1.917 1.261 -2.057 5.165 -0.548 -3.540 -3.813 1.686 1.651 1.644 Spitsmijden | Experimental design and modelling 45 The coefficients all point in the same direction. Cost is not significant; apparently the reward is more important, possibly because the cost differences are not that great. The SDE and SDL parameters are very low, perhaps suggesting that the participants can easily switch to other times in order to avoid congestion and earn the reward. The dummies dep<07.00h and dep>09.00h suggest that early and late departures are valued positively. These variables may represent a segment that chooses to leave extra early or much later. Relevant VOTs are listed in the table below. Table 3.29: Value-of-time and value-of-delay Cost-based Reward-based 46 VOT 13.25 -4.55 Experimental design and modelling | Spitsmijden VOSDE 8.67 -2.98 VOSDL 8.14 -2.80 4 SURVEYS We gathered data in various ways for the Spitsmijden project. Besides recordings made by the EVI system and using cameras, information was collected through surveys. The purpose of the trial was to study the way in which rewards given to individuals who avoid the rush-hour can affect their behaviour. To do so, we required various types of data: • Data regarding behaviour before, during and after the trial; • Data regarding factors that may influence the reaction to rewards, such as: – socio-demographic characteristics; – organization of work and family; – use of telecommunication resources; – motivation to participate. We used a number of methods to gather these data. We have provided each dataset with a code that has been referenced in other sections: • D1: after they had volunteered for the trial, between April and August 2006 the participants completed a survey with information about their home and work location, frequency of travel, etc. This survey was completed by 346 people, of whom 340 eventually took part in the trial. • D2: the participants also completed an extensive survey containing detailed questions about their personal characteristics, household composition, and fac- tors that could influence their reaction to rewards, such as flexible work hours, family obligations, availability of alternative means of transport, etc. (Appendix 1). This survey could also be completed by non-participants. This survey was completed by 473 people from Zoetermeer, including the 340 participants. If individuals completed the survey more than once, we used the most recent version completed before 30 September 2006. • D3: we also conducted a stated preference survey prior to the trial, in which participants stated how often they would avoid the rush-hour under hypothetical reward and congestion situations. This survey was used primarily to determine elasticities for the traffic models (Appendices 2 and 3). This survey was completed by all 340 participants. • D4: logging. During the preliminary measurements, the trial and the post-measurement, the participants kept a log in which they recorded whether or not they had made a trip to work (and if not, why not), which means of transport they used and at what time they made their trip (Appendix 4). We used this information to gain insight into situations in which the participant was not recorded by the EVI. It was necessary in these cases to know whether they had used some other means of transport (public transport or bicycle) or whether they had not made a commute due to vacation, illness, etc. • D5: evaluation survey. In this survey, we asked questions about the participant’s experience with the trial. This dealt on the one hand with the experience of be- Spitsmijden | Experimental design and modelling 47 haviour adjustment (was it easy / difficult to adjust behaviour and which were the most important factors). On the other hand, we asked about the experience with the organization of the trial (provision of information, performance of the project bureau, etc.) (Appendix 5). This survey was completed by all 340 participants. The information from the surveys listed above and the registrations made by the monitoring equipment were linked at the level of the individual so that this information would be easily available for each participant. Aside from the data mentioned above, in February 2007 we held a survey among residents of Zoetermeer who regularly travel to The Hague during the rush-hour to determine whether the participants in the trial were representative of the total population of rush-hour drivers from Zoetermeer to The Hague. We put similar questions to these respondents regarding personal characteristics, household composition and factors that may influence reactions to rewards, such as flexible work hours, family obligations, availability of alternative transport, etc. (Appendix 6). This survey was performed by telephone among 262 residents of Zoetermeer. 48 Experimental design and modelling | Spitsmijden 5 NETWORK, TRAVEL AND TRAFFIC DATA The traffic and economic models described in sections 6 and 7 rely on specific data as input for calibration and prediction purposes. This section presents the data sources used, classified into three main categories: 1. Network supply – the network infrastructure and its characteristics; 2. Travel demand – the number of trips between zones in the network; 3. Traffic data – the combination of travel demand and infrastructure supply yields traffic with travel speeds, travel times, congestion, etc. as characteristics. 5.1 Network infrastructure description The trial was focused on the area around The Hague and Zoetermeer. The area is bordered by Leiden to the north, Rotterdam to the south, Gouda to the east and the North Sea to the west (see Figure 5.1). Figure 5.1: Research area (source: Google Maps) The area includes three main motorways, namely the A13 between Rotterdam and The Hague, the A4 between Delft / The Hague and Leiden, and the A12 between Gouda and The Hague. Because the Spitsmijden reward applied to people travel- ling from Zoetermeer to The Hague, which is in the centre of the research area, the impact area (i.e. the area the Spitsmijden reward scheme will affect) may be larger than the research area. For example, changes on the A12 motorway can impact trips from Utrecht to The Hague and therefore also traffic outside the research area. However, the research area is expected to show the main effects of the Spitsmijden rewards. In order to be able to make computations related to the transport network (e.g. about travel times, delays, queues, etc.), the characteristics of each of the infrastructure elements needs to be known. Instead of considering each existing road in the network, for our purposes it suffices to include only the main roads, that is, all motorways, all local roads and all major city roads. The road network considered in the traffic model (see Chapter 6) is depicted in Figure 5.2. For the economic model in section 7, we focus on only a part of the network, namely the A12 motorway. The transport network basically consists of links (road segments) and nodes (connections between links, including intersections), as illustrated in Figure 5.3. In total there are 1,891 links and 1,133 nodes in the network. Spitsmijden | Experimental design and modelling 49 Figure 5.2: Transport network in traffic model Figure 5.3: Transport network (close-up) consisting of nodes and links For each link the following attributes are known: • length of the road segment (km); • maximum speed (km/h); • number of lanes; • capacity (veh/h); • speed at capacity (km/h). The model used is mainly for motorway traffic and does not take delays at intersections into account, hence the data on intersections, whether or not signalized, are not used. 5.2 Travel demand In this research, the focus was on the morning rush-hour (i.e. 06.00 –11.00h), in which the main travel demand is for commuting trips from home to work. This travel demand leads to trips between zones within the research area (‘internal zones’), as well as to and from zones outside the research area (‘external zones’). External zones are included in the data by aggregating all travel demand to and from these zones at the borders of the research area (i.e. an external zone for the northern region at Leiden, for the southern region at Rotterdam and for the eastern region at Gouda). In total there are 168 zones in the model, which can be both an origin and a destination (see Figure 5.4). There is a travel demand from each zone to each zone, provided by the origin-destination (OD) matrix for the whole morning rush-hour.13 13 50 The OD matrix is based on the NRM (Nieuw Regionaal Model) by AVV. Experimental design and modelling | Spitsmijden Each cell of the OD matrix represents the total number of trips (= number of vehicles) being made from the origin zone to the destination zone during the morning rush-hour. The total number of trips in the OD matrix is 473,868, of which 40,722 originate from Zoetermeer. Of these Zoetermeer-based trips, 8,475 have a destination in The Hague. Figure 5.4: Centroids representing origin and destination zones 5.3 Traffic data The trips between the zones in the transport network yield network traffic as observed on the road and measured using loop detectors (see Figure 5.5). These loop detectors are present on the motorways and on some other major roads. For this research, we had access to the Regiolab Delft server,14 which stores traffic data on a number of locations on the A4, A12 and A13 motorways (see Figure 5.6). This server stores detailed traffic data on these cross-sections, for example, for each one-minute time period data on: • the flow (veh/h); • the average speed (m/s). The data are retrieved using the Regiolab Delft data viewer15 (see Figure 5.7), which also automatically filters the data, removing any spurious observations. Figure 5.5: Loop detectors embedded in the road (source: Google Earth) 14 See www.regiolab-delft.nl 15 Kindly provided by Hans van Lint, Delft University of Technology. Spitsmijden | Experimental design and modelling 51 Figure 5.6: Location of loop detectors in Regiolab Delft area Figure 5.7: Regiolab Delft data viewer (4 April 2006) The Regiolab Delft data viewer not only retrieves and cleans the data, but also generates trajectory plots and computes travel times. The top figure in Figure 5.7 shows the trajectory plot from Gouda to The Hague along the A12 motorway, while the bottom figure indicates the travel times from Gouda to The Hague, all over a period of 24 hours. In this case, it displays the data for Tuesday 4 April 2006. The 2006 data have been analysed and visually inspected in order to find an average daily traffic pattern. Although the traffic patterns vary from day to day, there are common patterns to be observed. The selected day (4 April 2006) seems to present a typical daily pattern in terms of flows and travel times. The travel time plot in the lower figure shows that during the morning rush-hour there is significant congestion on the section of the A12 from Zoetermeer towards The Hague, where the free-flow travel time of approximately 17 minutes increases to a travel time of somewhat less than one hour at around 08.00h. Note that the travel time on the A12 from Zoetermeer towards The Hague is less (with a free-flow travel time of approximately 8 minutes), as a large amount of the travel time and congestion is between Gouda and Zoetermeer, which does not affect those travelling from Zoetermeer to The Hague (see also the following). The trajectory plot in the top figure in Figure 5.7 has been enlarged in Figure 5.8. In this trajectory plot, travellers ‘drive up’ (from Gouda to The Hague) and forward in time. Congested locations and times are indicated by low speeds. 52 Experimental design and modelling | Spitsmijden From this figure it can be easily seen that queues build up on the A12 at three specific locations, namely at: 1. on-ramps from Zoetermeer; 2. Prins Clausplein (or just after); 3. traffic lights at the end of Utrechtsebaan. The traffic data are used to calibrate the models in sections 6 and 7. Figure 5.8: Motorway A12 trajectory plot (4 April 2006) speed (m/s) The Hague end Utrechtsebaan 30 Prins Clausplein 25 20 15 Zoetermeer A12 10 Gouda 0.00h 5 6.00h 12.00h 18.00h 24.00h Spitsmijden | Experimental design and modelling 0 53 6 ANALYSES WITH THE INDY TRAFFIC MODEL A traffic model was used to forecast the traffic conditions that would result from the introduction of a Spitsmijden reward scheme. The main aim was not to forecast what would happen in the pilot, but what would happen if (a) a different Spitsmijden reward scheme were used (e.g. larger or smaller rewards, or more time-differentiated rewards) and / or (b) a larger number of people were to participate. Clearly, these forecasts extrapolate far beyond the pilot trial. The traffic model is described in the following section. The model has several parameters, which have been estimated and calibrated (see § 6.2). The different case studies that are analysed are described in section 6.3, and their outcomes are examined and discussed in section 6.4. It is important to note that the results presented here are preliminary results: the model is still being improved and the final results may deviate from the results shown here, although the tendency should be more or less the same. Therefore, in this section we only draw careful conclusions, realizing that the results are outcomes of a model that is still being fine-tuned. 6.1 Model description The INDY traffic model (see Bliemer et al., 2004; Bliemer, 2004) is used in the analyses in this section. INDY (INtegrated DYnamic traffic assignment model) is a macroscopic analytical simulation-based dynamic traffic assignment model that simulates traffic on medium to large transport networks. It is macroscopic since it assumes traffic flows instead of considering individual vehicles. Furthermore, it simulates dynamic route choice behaviour of travellers in such a way that they adjust their route choices based on their experienced congested travel times. INDY is used for long-term forecasts as it computes an equilibrium state in which all drivers choose their best route, assuming that all drivers have access to (perhaps imperfect) information about the different route alternatives (e.g. from experience). Such an equilibrium state may not occur in real life due to ever changing traffic conditions. However, such an equilibrium state enables the analyst to compare different scenarios or variants from a reference scenario / variant, as it is the differences we are interested in. Our reference case consists of the current network conditions (as observed in the traffic data described in section 5), and our scenarios / variants are different implementations of a Spitsmijden reward scheme with different percentages of participants (see § 6.3). INDY runs in the graphical user interface of Omnitrans. The basic INDY model takes into account only route choice behaviour. However, the model has been extended within the INDY / Omnitrans framework to include also departure time decision and trip decision (making a car trip or not). This last decision includes the decision to travel using a different mode (e.g. public transport, bicycle) and the decision to work from home. Introducing a Spitsmijden reward is likely to have an important impact on the departure time decision, as driving before or after the morning rush-hour is rewarded. Direct routes changes are not to be expected, as there is no way for the participants to be better off by taking a different route to work. However, due to changes in departure times, the temporal pattern of travel times of road segments may change, such that there may be some slight indirect route changes. Besides departure time adjustments, one may expect the number of car drivers to decrease, as drivers are also rewarded if they work from home or take a different mode of transport to work. 54 Experimental design and modelling | Spitsmijden Once the travel choices of the travellers have been modelled, the cars are simulated on the transport network according to their chosen departure time and route. This traffic simulation determines the flows, travel times and delays on each road segment in the network. The outcomes of the simulation (in particular the congested travel times) influence the travel decisions of the travellers (travellers may reconsider their travel choices), such that the travel behaviour model and the traffic simulation model are run in an iterative fashion until convergence towards an equilibrium state has been reached (in which no traveller has the incentive to change his / her travel decisions). If the Spitsmijden reward leads to less traffic in the rush-hour period and therefore to decreasing congestion during this period, some travellers may choose to travel in the rush-hour instead of off-peak. This return-to-the-peak effect is explicitly taken into account in the model by means of the iterative process. The travel behaviour model and the traffic simulation model are outlined in more detail in the following sections. Travel behaviour model The travel behaviour model describes travellers’ decisions on route choice, departure time choice and car trip choice. Route choice For a given departure time, car drivers are assumed to consider different route alternatives as having certain attributes and to choose their subjective optimal route. The route alternatives available to car drivers are determined by a pre-trip route generation procedure, in which the most likely route alternatives are genera- ted for each origin-destination (OD) pair (see also Bliemer & Taale, 2006). Each of these routes is assumed to have a generalized travel cost. This route travel cost is composed of two main components, namely the congested route travel time and a possible additional monetary cost (which is negative in the case of a reward). For each departure time, the reward / lack of reward will be more or less the same for each route alternative16, hence the Spitsmijden reward scheme is not likely to have a large impact on the travellers’ route choice decisions. Therefore, the congested route travel time will be the main factor in their choice behaviour. Mathematically formulated, the following generalized route travel cost function is used: 1 rs (k)= 1 τ rs(k)+ 2 θ rs (k)+ ε c mp (k), m p m mp mp rs rs where c mp (k) is the (congested) route travel time for car drivers taking route p rs from origin r to destination s when departing at time k,τ p (k) is the route travel rs time for route p from r to s departing at time k, andθ mp (k) is an additional (moners tary) cost on that route. The termε mp (k) is a random unobserved cost component, which represents all other cost components. The sub-index m denotes the type of driver, being either a Spitsmijden participant or not. If a driver is not a participant, rs rs then θ mp (k)=0, else θ mp (k) 0 (a reward is a negative cost). The parameters m1 and m2 are behavioural parameters to be estimated, which can be specific for driver class m, being a Spitsmijden participant or not. 16 As the reward is granted whenever a vehicle is not detected crossing a certain screen line (where detection points are located) during certain time periods, it may be that different routes lead to different arrival times at such a detection point, leading to minor route preference differences for a short amount of time around the time at which the reward scheme starts or finishes. Spitsmijden | Experimental design and modelling 55 rs 2 Making some assumptions ( ε mp (k) ’s are independently extreme value type I distributed over all routes), the percentage of car drivers choosing route p from r to s for departure time k equals (according to the multinomial logit model; see McFadden, 1976): rs exp(-1c mp (k)) rs rs rs , ψ mp (k)=Pr(c mp (k) c mp' (k), p')= rs p' exp(-1c mp (k)) ' where μ1 is a scaling parameter (which is inversely related to the variance of the random unobserved component). Multiplying this percentage by the total number rs rs of car drivers from r to s at time k, Dm (k), yields the route flows f mp (k), that is, 3 rs m rs rs (k)D (k) . f mp (k)= ψ mp rs This dynamic travel demand Dm (k) depends on the departure time choices of the travellers (see the following section). Departure time choice We assume that car drivers first decide what time to depart, and then make the route choice.17 The departure time choice alternatives are clear, namely different departure time in the morning (in or outside the reward period). Similar to the route choice model, each departure time alternative is assumed to have a generalized travel cost. This travel cost consists of three main components, namely the average travel time to the destination, the average possible additional monetary cost (which can be negative in the case of a reward) and penalties for deviating from the driver’s preferred arrival time (and, in the case of non-participants, also preferred departure time). 4 – rs 2 – rs 3 - + 4 5 – rs rs 1 τ (k)+ β θ cm ( k) = β m m mp (k)+ β m ( k- ζ ) + β m (k- ζ ) + β m (k+ τ (k) - ξ ) – rs - + 6 rs +β m (k+ τ (k) -ξ ) + ε m (k) , – rs – rs θ where τ and mp (k) are the average (flow-weighted) travel time and additional costs (or rewards) for type m drivers (participants or not) from r to s departing at time k (sometimes referred to as the travel time skims and cost skims), respectively, viz., 5 – rs rs rs rs τ– rs (k) =p f mp (k) τ p (k) and θ mp (k)= f mp (k) θ mp (k). p rs - – max {ζ-k,0} is the time that the car driver departs earlier Furthermore, (k-ζ ) = + – than his / her preferred departure time, ζ , (k-ζ ) = max{k-ζ ,0} is the time that the rs – -– – rs car driver departs later than preferred, ( k+ τ (k) - ξm ) = max{ξm- k -τ (k),0} is the time that the car driver arrives earlier than his / her preferred arrival time, ξm , and – rs – rs +– ( k+ τ (k) - ξm ) = max{ k+ τ (k) - ξm,0} is the time that the traveller arrives later rs than his / her preferred arrival time. The term m (k) is a random unobserved 1 to β 6 component that represents all other cost components. The parameters β m m ε are behavioural parameters to be estimated, and may differ for different classes of drivers, m (in our case, participants and non-participants). The preferred departure time of travellers, for both participants and non-participants, is calculated by subtracting the free-flow travel time from the preferred ar17 This assumption is not very restrictive and will most likely hold in many cases. Another approach would be to consider the combined decision, that is, a driver chooses a route and departure time simultaneously. We opted for the sequential approach for the sole reason that the INDY model could remain intact, being a pure route choice model, while adding an extra departure time choice model next to INDY instead of putting it inside INDY. 56 Experimental design and modelling | Spitsmijden rival time. So even if the arrival time profiles for all zones are equal, the departure time profiles are different for each zone and destination. For example, long-distance trips depart earlier than short-distance trips. The preferred arrival time, ξm, is typically not a fixed time instant, but presents a distribution of preferred arrival times over the population of travellers (where we have observed different preferred arrival time patterns for different car driver – Pr(k= ξ ) be a (given estimated) probability density classes, m). Let h ( ξm ) = m m function over all preferred arrival times ξm . Then the number of car drivers that will depart at time k from r to s is given by 6 – rs ~ rs rs D m(k,ξm )= hm( ξm )D m , with k+ τ (k)= ξm , rs where D m is the total travel demand of type m car drivers (participants or not). rs From this total travel demand, h ( ξm )D m car drivers prefer to arrive at time m ξm . In order to arrive at this preferred arrival time, these drivers have to depart at – rs time k such that after travel time τ (k) they arrive exactly at the destination at – rs rs time ξm , i.e., k+ τ (k)= ξm . The total travel demand, D m, in terms of car drivers is input as the OD matrix (described in § 5.2), and may change due to trip choices of the travellers (see the following section on trip choice). The actual OD matrix is different from the preferred OD matrix, as car drivers take the generalized cost in Equation (4) into account. That is, they also take the travel time itself, a possible reward and other components into consideration. Again assuming that the random rs components m (k) are independently extreme value type I distributed over all departure times, the percentage of car drivers (with a preferred arrival time ξm ) choosing departure time k is given by ε rs 7 rs rs rs ϕ mp (k,ξm )=Pr(cm (k) cm (k'), k')= exp(-2c m(k)) rs exp(-2c m (k')) k' , where 2 is a scaling parameter (which is inversely related to the variance of the random unobserved component). Multiplying this percentage by the total number ~ rs of car drivers preferring to depart at time k, Dm (k,ξm ) yields the total number of drivers that will actually depart at time k. Integrating over all preferred arrival times, the total number of car drivers departing at time k (irrespective of their preferred arrival time), is given by: 8 rs Dm (k)=ϕ ξ m rs m ~ rs (k,ξ ) D m m (k,ξ ). m Trip choice rs The total number of car drivers, D m may be influenced by the Spitsmijden reward scheme due to travellers taking public transport or other means of transport, or working from home, in order to receive the reward. Furthermore, the percentage of participants affects the number of travellers in each driver class m. This participation percentage is given exogenously in the model. The number of travellers choosing to take the car will be computed using a cost elasticity of the car travel demand. If the costs for travelling by car go up (or alternatively, if the reward for not travelling by car goes down), then the car travel demand will go down. Spitsmijden | Experimental design and modelling 57 The cost elasticity of car travel demand can be expressed as: 9 e= ~ rs % change in car travel demand D m rs % change in car travel costs c m . rs Therefore, if the costs c m change (which is a weighted average of the generalized travel costs, see Equation (4), over all departure time periods), the increase or ~ rs decrease in the car travel demand D m (see Equation (6)) can be computed using elasticity e. Traffic simulation model The trip choice model, departure time model and route choice model result in rs route flows f mp (k), see equation (3). These route flows are input in the traffic simulation model, which determines the traffic conditions over time on the road segments in the transport network. Typical outputs link travel times τ a (t) link flows uam (t) link volumes Xam (t) and link costs θam (t) for each link a and each time of link entrance t, for car drivers of type m (participants or not). The traffic simulation model is sometimes called a dynamic network loading model, as it loads the route flows onto the network over time. In doing so, it takes congestion into account, depending on the flows on each of the links. Using the link characteris- tics – link length, maximum speed, number of lanes, and capacity (see also § 5.1) – the link travel times are computed using the number of vehicles on each link at the time of link entrance, and then propagated to the end of this link when the link travel time elapses. Mathematically, a dynamic system of equations is solved. For the interested reader we refer to Bliemer and colleagues (2004) and Bliemer (2004). Since the output is on a link level while the travel choices in the previous section are all on a route (or OD) level, we need to compute route level outputs. The route level travel times and travel costs are dynamic additions of link travel times and costs of links that constitute the route. That is 10 rs rs rs τ prs (k) = δ ap (k,t) τa (t), and θ mp (k) = δ ap (k,t) θam (t), a t a t rs where δ ap (k,t) is a dynamic link-route incidence indicator, which equals 1 if link a on route p from r to s is entered at time t when departing at time k, and equals zero otherwise. These route travel times and costs are used again in the travel behaviour model, see equation (1). 6.2 Model estimation and calibration Both the travel choice model and the traffic simulation model have parameters that need to be determined such that the complete model produces as accurate / realistic as possible outcomes. Travel behaviour model estimation The main parameters to be estimated in the travel behaviour model are the α , β and γ in the generalized cost functions, the scale parameters in the multinomial logit models, 1 and 2 the cost elasticity for car travel demand, e, and the distributions of the preferred arrival times, ξ . m The parameters of the travel behaviour model have been estimated using outcomes of the stated preference survey (see § 3.6; Elasticities). Transferring the parameter estimates to our travel choice models yields the parameters listed in Table 6.1. The scale parameters are included in these estimates and are set equal to 1. 58 Experimental design and modelling | Spitsmijden Table 6.1: Parameters used in the generalized cost function Parameter βm1 (time) βm2 (reward)* βm3 (early departure) βm4 (late departure) βm5 (early arrival) βm6 (late arrival) Non-participants -0.0247 Participants -0.0220 -0.2490 -0.0791 -0.0162 -0.0292 -0.0339 -0.0147 -0.0137 * A reward is added in the generalized cost function as a negative cost. The distribution of the preferred arrival time (PAT) is derived from the same survey (see § 4). Figure 6.1 presents the percentages of preferred arrival times as stated by the participants in the pilot study, and is used to describe function hm (•) in equation (6). There are two PAT distributions. One for the participants, which is based on the Spitsmijden survey, and one for non-participants, which has been calibrated to reproduce correct traffic conditions (see also § 6.2; Traffic simulation model calibration). For the participants, most travellers prefer to arrive at around 08.30h. Note that there is a small group of travellers who prefer to arrive after the morning rush-hour, at around 10.00 - 10.30h. ����������������������������������� ������������������������������������������������������������ ������������ Figure 6.1: Preferred arrival time (PAT) distribution for Spitsmijden participants ��� ��� ��� ��� ��� ��� ��� ��� �� �� �� ����� ����� ����� ����� ����� ����� ����� ����� ����� �� ����� ������������ ����� ����� ����� ��� ���������������������������������������������������� ������������ ���� �� ���� ��������������������������� � �� ���� �� ���� �� Spitsmijden | Experimental design and modelling ���� �� ����� ����� ����� ����� ����� ����� ����� ����� ����� 59 ����� ����� �������������� � � �������������������������������������������������������������� ������������������������������������������������� �� Figure 6.2: Preferred arrival time (PAT) distribution for non-participants ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� �� ����� ����� ����� ����� ����� ����� ����� �� ����� ������������ ����� ����� ����� ����� ����� ����� ������������ ��� ��� ���������������������������������������������������� ������������ The preferred departure time profile for the matrix totals (see Figure 6.3) resembles the �� �� preferred arrival time profile. The preferred departure times are computed as the pre- ������������������������������������������� ferred arrival time minus the minimum (free-flow) travel time. For individual OD pairs �� �� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� in the model the ����� pattern can be����� quite����� different, depending on the free-flow travel time ������������ ����� ����� ����� ���� ���������������������������������������������������� ��������������������������� ������ Figure 6.3: Preferred departure������������ time (PDT) distribution for non-participants �� ���� �� ������ ������ ������ ���� �� ����� ����� ����� ����� ����� ��������� ����� �� ������������������������������������������������ ����� ����� ����� ����� �������������� ���� �� ����� ����� ������ ����� ����� ������ ������������������������������������������������������������� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ��� ����� �������������� ������� �������� ������������������������������������������������ ����������� ����������� The cost elasticity for car travel demand (e) turned out to be very small, which ����� ������������� means that travellers are not likely to change to other modes of transport or to work from home. Therefore, we set e����� = 0 in the analyses presented in this report. ����� ���������������������������� Traffic simulation model calibration ����� ����� ����� ����� ����������� �����parameters that can be calibrated. ������������� The traffic simulation model has many Besides ����� the parameters for the link characteristics (e.g. capacity), some general parameters need ����� to be set as well (e.g. the minimum speed and the traffic density per lane). Furthermore, ����� the cells in the travel demand OD matrix that are used as input may have to be altered ����� (see § 5.2). In order to calibrate these parameters and OD matrix cells, the outcomes of �����traffic simulation (for the reference scenario in which no Spitsmijden reward scheme the ����� ����� ����� ����� (see § ����� exists, i.e. the ‘current situation’) are compared to����� the traffic����� data collected 5.3). �������������� The calibration process was carried out in two stages. In the first stage, we concen����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� Experimental design and modelling | Spitsmijden �� �������� ����� ���������������������������������������������������������� �������������� ������������������������������������������������������������������ 60 ����� ����������� ����� ��������������������������� ���� ����� ������������������������������������������������������������������ ���� �� �������������������������������������������������������������� ������������������������������������������������������������ ������������ ��� �������� ����������������������� ��� ��� ��� ��� �� ����� ����� ����� ����� �� ����� ������������ ����� ��������������������������������������������������� ����������� trated on calibrating the link flows in the network, such that the number of cars ������������������������������������������������� ������������������������������������������������������������ on the roads ������������ is more or less accurately replicated in the model. This is done using �������������������������������������������������������������� a maximum likelihood estimation procedure which changes cells in the initial OD matrix that was given in section 5.2. In the second stage, the static OD matrix is split into ten-minute demand periods by changing the preferred arrival time pro��� travel time, densifile��� for non-participants and comparing the model results with ties and flow measurements. This whole calibration process is a time-consuming and emerged from ��� ���computationally intensive exercise. In the end, a traffic pattern the model that represents the ‘current situation’ sufficiently accurately, suitable for��� analysing case studies. Comparisons between the modelled ��� and measured traffic flows, as well as the modelled and measured traffic densities are made in Figure 6.4��� and Figure 6.5, respectively, which match quite well. For the preliminary results ��� in this report, the spill-back option in the traffic simulator in INDY was disabled in order to speed up computation times.18 Ignoring spill-back of congestion compli�� �� cates the calibration process, because the total delay caused by bottleneck needs to be modelled in a single link. Even though the modelled travel times (see Figure �� �� 6.6) deviate travel times, is the the travel �����from ����� the ����� measured ����� ����� ����� ����� ����� it ����� �����differences in ����� ����� ����� ����� ���� ����� ����� ����� ����� ����� ������������ times from one scenario to the reference scenario that we are interested in, such ������������ that these deviations should not���������������������������������������������������� bias the results much. In further research we aim ������������ to improve the travel time predictions by including spill-back effects in the model. ���� ������������������������������������������� Figure �� 6.4: Modelled and measured traffic flow over time ��������������������������� ������ �� ���� ������ �� ���� ������ �� ������ ��������������������������� ����������� ������������� ���� ������ ������ ���� �� ����� ����� ����� ����� ����� ����� ����� �������������� ����������������������������������������� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ���������� ����� ����� ����� ����� ����� ��� ����� ����� �������������� �������������� ������������������������������������������������ Figure 6.5: Modelled and measured traffic densities over time ����������� ����������� ������������� ������������� ����� ����� ����� ����� ����������������������������������������������������������������� ����� ����� ����� ����� �������������� ����� ����� 18 ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� �������������� �������������� Computation times are fairly long, as for each route choice iteration and for each departure time choice iteration a ������������������������������������������������������������������ whole traffic simulation needs to be run, which in total ���������������������������������������������������������� can take up to a day of computation time. ��� ��� ��� ���������������� ����� ���������������������� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����������� ����� ����������� ����������� ������������� ���������������������������� ������������������������������������������������������������� ��� ��� ��� ��� ��� Spitsmijden | Experimental design and modelling ��������������������� ������������������������ ���������������������� 61 ���� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� �������������� ����� �������������� ���������������������� ����������� ������������� ����������� Figure 6.6: Modelled and measured travel time from Zoetermeer to The Hague ����������� ������������� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� �������������� 6.3 Case studies �������������������������������������������� ����� ����� ����� ����� ����� ����� �������������� We examined different case studies in order to investigate the effect of the partici���������������������������������������������������������� pation level and the level of the reward on travel behaviour and traffic conditions. �������������������� ��� In the scenarios we have changed the participation level of travellers from Zoeter��������������������� ��� meer to The Hague to levels of 10%, 50% and 100%, respectively. The reference ������������������������ ��� ���������������������� cases also��� use these participation levels while no reward for avoiding the rush���is used. Note that the participation is limited to those travelling from hour period ��� Zoetermeer ��� towards The Hague, as the Spitsmijden reward scheme is tailor-made ��� for these travellers by providing a reward on the A12 motorway. ��������������� ������������������� ���������������������� ��� ��� The rewards ���distinguished are € 3, € 5 and € 7, which is consistent with the rewards used in the��� pilot study. These are rewards to be earned if travellers are not detected tra��� velling from Zoetermeer towards The Hague between 07.30 and 09.30h. For the model ��� ���rewards are assumed to be fixed and do not vary over time, although the studies, the model does��allow time-varying rewards. This will be examined in further research. � ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� Table 6.2 summarizes the different case studies with varying participation levels �������������� and reward levels. Case studies 1, 2b and 3 are analysed in order to draw conclusions about the effect of the participation level on travel behaviour and traffic ����������������������������������������������������������� conditions. Case studies 2a, 2b and 2c are analysed in order to draw conclusions regarding the effect of the reward level. Cases 0a, b and c are the reference scenario, �� which serves as the basis for comparison. Note that the reference scenario is not the �� same for different participation levels, as the PAT profiles and the travel behaviour parameters are different for participants and non-participants. The model �� results and these analyses are presented in the following section. ���������������������������������� ������������������������������������� �� �� Table 6.2: Case studies with different levels of participation and rewards ������������� ������������������� ������������� 62 �� Case study Participant level Reward �� 0a (reference) 10% €0 0b (reference) 50% €0 �� 0c (reference) 100% €0 �� 1 10% €5 2a � 50% €3 ������������������ ������������������� 2b 50% €5 2c 50% €7 3 100% €5 Experimental design and modelling | Spitsmijden ������������������� ���������������������� ���������������������������������������� ���� ������������������������������������������������������������� 6.4 Model results The case study results are presented in the following sections. First, the effect of the participation level is analysed in section 6.4 ‘Effect of changing levels’. Then the effect of different reward levels is examined in section 6.4 ‘Effect of changing reward levels’. Finally, the model outcomes are discussed (section 6.4; Discussion and further research). Effect of changing levels of participation Figure 6.7 presents the results of different participation levels on the total network travel time (for both participants and non-participants). A participation level of 50% generates travel time losses, while a participation of 10% and 100% both lead to travel time savings.19 Case study 1 (10%) causes a small amount of traffic to shift departure times, which leads to travel time savings for participants because they travel in less busy periods. The reduction of traffic during the morning rush-hour (07.30 – 09.30h) also causes travel time savings for the non-participants. In case study 3 (100%), a large group of participants change departure time (see Figure 6.8). This again leads to travel time savings for participants, although less per participant because the shift of large groups causes congestion before and after the rush-hour. Demand during the rush-hour is much lower, which results in improved travel conditions. Case study 2b (50%) causes the worst of both worlds. The group that shifts is large enough to cause some delay for the participants themselves, but mainly the traffic condition at the start of the rush-hour, combined with a still high level of demand causes traffic conditions to worsen for the travellers inside the rush-hour. The impact on the travel times is shown in Figure 6.9, which again illustrates the worsening of traffic conditions before the rush-hour while improving traffic conditions during it. The total travel time savings clearly depend on the travel time increases and the number of travellers: if the increase in total travel time outside the rushhour period is larger than the decrease in total travel time in the rush-hour period, then there are no improvements of the total system in terms of travel time. It should be noted that the results presented are long-term effects in which non-participants who were previously not driving in the rush-hour, or even took another route, may now choose to travel in the rush-hour on the A12 motorway, as traffic conditions have improved during the rush-hour period. The reverse may happen as well. All these effects together make it a complex task to forecast the effects of such a reward scheme on the traffic conditions (which is the reason why this modelling exercise has been performed). We can conclude from Figure 6.7 that the results definitely depend on many different travel behaviour factors. A closer look at all the factors influencing the traffic conditions will be taken in the upcoming research. 19 It should be noted that, although 200 hours of total travel time savings seems a large saving, it is less than 1% of the total network travel time. However, these savings may be substantial on an individual basis. Spitsmijden | Experimental design and modelling 63 ������������ ������ ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� �������������� ����� ����� ����� ����� ����� ����� �������������� ����� ����� ����� ����� �������������� Figure 6.7: Effect of participation level on total network travel time savings (with € 5 reward) ������������������������������� ����������� ����������� ������������� ����� ������������������������������������������������������������������ ������������������� �� ����� ����� ����� ����� ��� ������������������������������������������������������������� �������������������� ����� ��� ����������� ������������� ��� ��� ����� �� ����� ������������������� � ������������������ ����� ������������������� ��� ����� ����� ����� ����� ����� �������������� ����� ����� ����� ����� ����� ����� ���������������������� �������������� ���� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� �� � ����� � ����������������������������������������������������������� ���������������������������������������������������������� ����������������������������������������� �������������������� ������������������������������� Figure 6.8: Departure time adjustments of participants in case study 3 ������������� ������������������� ���������������������� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� �� ��� ��� ��� � ��� ��� ��� �� � ���� ��������������������� ������������������������ ���������������������� ���������������������������������� �� ����� ������������������� �� �� �� �� �� �� �� ������������������� ������������������� �� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� �������������� ������������� �� � ����������������������������������� ����� Figure 6.9: Travel times on A12 from Zoetermeer to The Hague for different partici����������������������������������������������������������� �� �� �� �� �� �� �� �� �� �� � �� � �� � ������������������� ������������� ������������������� �� ���������������������������������������� ����������� �� ������������������� ���������������������������������� pation levels (with € 5 reward) �� � ��������������������� �� �� � �� Experimental design and modelling | Spitsmijden �� �� ���������������������� �� �� �� �� ������������������� ������������������� ��������������������������� ����������������������������� ��������������������������� ���������������������� ������������������������������ Figure 6.10 depicts the percentages of participants that receive a reward. This ������������������� shows �� a decreasing percentage of participants receiving a reward. However, the �� �� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ���� ����� ���� ����� ���� ������������������ �� �� �� ���������������������������� ����������������������������� 64 �� �������� ��� ��� ��� ��� ��� �� � ������������������� ������������������� ���������������������� �������������������������������������������������� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� ����� total number of participants increases more rapidly than the percentage in reward �������������� decreases. ����������������������������������������������������������� ���������������������������������� Figure 6.10: Effect of participation level on number of rewards received (with € 5 reward) ������������������� �� �� �� �� �� �� �� ������������������� �� ������������� �� � ������������������ ������������������� ������������������� ���������������������� Effect of changing reward levels Changing the level of rewards causes a similar effect as changing participation level (see Figure 6.11). A small number of participants changing their departure time can alleviate the congestion for many: the € 3 case study 2a. If too many people change, they cause congestion for themselves and for others: the € 5 case study 2b. Finally, some travel time saving can be achieved at even higher levels of participation. In case study 2c, the participants achieve some travel time savings for themselves, but leave much congestion behind for the non-participants who travel later. Figure 6.12 shows the changes in travel times for different reward levels. All reward levels suggest an increase in the travel times before the rush-hour and a decrease in the rush-hour period. However, the combined effect of these increases and decreases on the total travel time savings as in Figure 6.11 depends on this trade-off and many other factors, as mentioned in the previous section. Higher reward levels are expected to trigger larger behavioural effects. This is shown in Figure 6.13. As the reward level increases, the percentage of participants who change their behaviour to travel outside the rush-hour also increases. Note that this percentage does not include participants who already travel outside the rush-hour and who also receive a reward even without changing their behaviour. The increase in change in behaviour to travel outside the rush-hour is larger between case 2a and case 2b than it is between case 2b and case 2c. Spitsmijden | Experimental design and modelling 65 � ����� ����� ������������������ ����� ������������������� ��� �������������� ���������������������� ���� ��������� ����� Figure 6.11: Effect of reward level on total network travel time savings (with 50% ����������������������������������������������������������� participation) ��� ������������������� ��� �� ���������������������������������� ������������������� ������������������������������� ����������� ������������� �� ��� �� �� ��� �� ���� � ����� � � ����� �������������� ������������������� ��������������������������� ����������������������������� ��������������������������� ������������������������������ ��������������������� ������������������� �� �� �� �� �� �� �� �� � � � � ����� ��� ��� ���� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ���� ����� ���� ����� ���� ���������������������� �������������� ��������������������������� ���������������������������� ����������� ���������������������������� ���������������������������� ���������������������������������������������������� ���������������������������������������� Figure 6.13: Effect of reward level on number of rewards received (with 50% participation) �� �� �� �� �� �� �� �� � ������������������� ���������������������� 66 �� �� �� �� �� ���������������������������� ����������������������������� � ����� �� �� �� ����� �� ���������������������� ������������� Figure 6.12: Travel times on A12 from Zoetermeer to The Hague for different reward levels (with 50% participation) ��������������������� ������������������������ ���������������������� �� ������������������� ������������������� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ��� ���� ���� ����� ���� ����� ���� ���� ��������� ����� ��� ��� ��� ��� ��� �� � ������������������� ������������������� Experimental design and modelling | Spitsmijden ������������������� ������������������� ������������� � � Discussion and further research The model results suggest that there is a trade-off between the number of participants who can earn a Spitsmijden reward and the level of the reward. A high level of participation with high rewards, which in reality would correlate if participation is voluntary, will probably lead to delays before the rush-hour. These delays and queues will negatively impact other travellers as well, resulting in net travel time losses for the whole network. In practice, this combination of high reward and high participation would also be very expensive. The greatest travel time savings can be achieved by shifting a number of travellers that is low enough that they do not cause congestion for themselves or others, while decreasing demand in the rush-hour to below capacity, thus solving the bottleneck. In the cases examined here, the € 3 and 50% participation (case 2a) or the € 5 and 100% participation (case 3) lead to the largest total travel time savings. Although there may be an optimal combination that would yield the best traffic conditions for all car drivers, we cannot conclude this from the few case studies presented in this report. Additional case studies may provide more insight into this trade-off. An interesting question would then be what the best combination of level of participation and level of reward would be, given a certain budget. These case studies present some preliminary results from a network modelling exercise, and further research is needed to be able to draw more definite conclu- sions. Including the trip choice elasticities in the model, running the model in a spill-back mode and running more case studies would be the next step in order to investigate the impact of a Spitsmijden reward scheme on travel behaviour and traffic conditions. The fixed time period for receiving rewards that is currently used in the different cases is also a topic of research. The welfare optimal rewards as calculated by the Free University (see Chapter 7) could then be taken into account as well. The model can also be further improved by also considering travel time unreliability and junction delays on urban roads. Of further interest is what such a Spitsmijden reward scheme would be like were it open to all travellers in the whole area or even the whole country, and what impact this would have on the traffic conditions. The impacts simulated in this study are local impacts on a small part of the transport network, therefore affecting only a proportion of all travellers. A broader implementation would yield effects on a much larger scale. Spitsmijden | Experimental design and modelling 67 7 ECONOMIC QUEUING MODEL 7.1 Introduction A model is a very handy tool if one wishes to understand the causes of the traffic congestion from Zoetermeer towards The Hague during the morning rush-hour. The model should provide a description of the main features of this phenomenon and allow one to get an idea of the effects of measures that are intended to change it, for instance rewarding drivers who avoid the morning rush-hour. In this section, we argue that a specific economic model – the bottleneck model – provides a useful description of traffic congestion in this area. We do so by showing that the traffic delays that occur can be attributed to the limited capacity of a specific part of the A12 between Prins Clausplein and the centre of The Hague. This observation is of some interest because there is an alternative economic theory of congestion that does not emphasize the effect of bottlenecks, but concentrates on the density of traffic on a road. Moreover, even for commuters who use this part of the A12, it is unclear where the bottleneck is located. However, the data that are available to us identify its location. The observation that most of the traffic congestion from Zoetermeer towards The Hague can be attributed to the limited capacity of a particular section of road indicates the use of the bottleneck model. This model predicts that the relation- ship between the total travel time of commuters and the moment they pass the bottleneck has particular properties. Indeed, the data confirm this prediction to a reasonable extent. This intimates the use of tolls or rewards as suggested by this model in simulations with the much more extended INDY traffic engineering model. However, the complexity of the INDY model – which provides a much more detailed picture of traffic congestion in the relevant area than does the bottleneck model – complicates the derivation of optimal tolls. The main function of the bottleneck model is therefore its use as a complementary tool for traffic analysis. In the following sections we provide a brief description of the bottleneck model. Section 7.3 discusses the compatibility of the data with this model. In section 7.4 the parameters of the model are calibrated on the basis of the data and optimal tolls are derived. Section 7.5 presents some conclusions. 7.2 The bottleneck model The bottleneck model originates from Vickrey (1969) and was further developed by Arnott, de Palma and Lindsey (1990, 1993). As the name indicates, this model focuses on the effects of a bottleneck on traffic flows. As such, it is the main alternative to the flow congestion model pioneered by Pigou. The model provides a highly stylized description of traffic flows through a single link with a bottleneck at the end of the link. The capacity of the bottleneck (the number of cars per time unit that can pass though it) is smaller than that of the road segments leading towards and from it. A homogeneous population of workers uses the link for commuting. All these workers would like to pass through the bottleneck at the same time (t*), so as to arrive at work exactly on time.20 However, since the capacity of the bottleneck is limited, it is inevitable that some workers will be either too late or too early. 20 We assume here the travel destination to be located right behind the bottleneck so that the time of passage through the bottleneck is equal to the arrival time at destination. 68 Experimental design and modelling | Spitsmijden Since the workers all want to arrive at the preferred arrival time, a queue will form in front of the bottleneck. The result is that workers who arrive at work close to their desired time have to spend some time in the queue. Due to the presence of the queue, the attractiveness of arriving close to the preferred arrival time (t*) diminishes, and arriving earlier or late becomes more acceptable. In equilibrium all drivers reach the same utility: the disutility of having to spend some time in the queue for those who arrive at work exactly on time is equal to that of those who arrive early or late and have to spend less time in the queue. Formally, the utility function is specified as: u=- α tt-β max{0,(t*-at)}-γ max{0,(at-t*)}, where the Greek letters are parameters, tt denotes travel time and at arrival time. The utility function contains three terms. The first refers to the disutility associated with travel time. Since free-flow travel time is, by assumption, equal for all commuters, differences in tt are only due to differences in the amount of time spent in the queue. Thus, one may think of tt as referring to time spent in the queue only. The parameter α is the value of time. The second expression indicates the loss of utility associated with arriving at work early. The scheduling delay early is the maximum of 0 (indicating that this term vanishes when the worker does not arrive early) and the difference between preferred and actual arrival time. The parameter β indicates the loss in utility associated with arriving at work one time unit early. The interpretation of the third term in the utility function is similar for arriving at work late. The parameter γ indicates the loss of utility caused by arriving at work one time unit late. In equilibrium all commuters experience the same disutility, which means that the gain in utility associated with having to spend a shorter time in the queue is exactly compensated by a larger disutility associated with schedule delay. Figure 7.1 illustrates the relationship between arrival time (indicated on the horizontal axis) and time spent in the queue. The triangle reaches its peak for workers who arrive at work exactly on time, and therefore have no disutility associated with scheduling delay. The slope of the lines AB and BC reflects the values of the scheduling delay cost parameters β and γ. In drawing the figure, we assumed that β <γ, which seems reasonable, and for this reason BC is steeper than AB. ����������������������������������� Figure 7.1: Equilibrium in the bottleneck model � �������������������������������� ������������� � � �� ������������������������������������ Spitsmijden | Experimental design and modelling ���� 69 ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� �� � 7.3 The data and the model A large number of commuters use the part of the A12 highway that links Zoetermeer with The Hague for their daily home-to-work trip, which leads to severe congestion problems. Since it was not clear that this congestion is associated with a particular bottleneck, we examined our data so as to verify that this is indeed the case. These data originate from measurements by a number of detectors of the number of passing vehicles and their speed. These detectors are listed in Table 7.1. The numbers in the first column indicate the location of the detectors. The numbers correspond roughly to the distance to the centre of The Hague. The detector with the highest number (see the first line in the table) is therefore located furthest from The Hague, while the one with the lowest number (see the last line of the table) is located closest to the centre of that city. The second column of Table 7.1 gives the number of lanes of the A12 at the location of the detector. In all cases, traffic flows and speeds were measured on all lanes. The third column indicates the presence of an on- or off-ramp between the location of the previous detector (corresponding with the previous line) and the one associated with the line on which the ramp is indicated. It is clear from the table that the A12 between Zoetermeer and the centre of The Hague does not correspond with the simple network assumed in the bottleneck mo- del. There is traffic that originates from places located to the east of Zoetermeer. There are a number of ramps through which traffic leaves or joins the A12. Perhaps the most significant of these are the ramps associated with Prins Clausplein, which is a highway crossing. Here, traffic from Zoetermeer heading towards Amsterdam or Rotterdam leaves the A12, and traffic from these cities heading towards The Hague joins the A12. Table 7.1: Observation points from Zoetermeer towards The Hague Location detector 17645 17045 16505 15765 (15185) 14590 14095 13590 13045 12555 12125 11715 11295 10845 (10345) 9875 9390 (8845) 8385 7897 7375 6855 6340 70 Number of lanes 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 2 2 Experimental design and modelling | Spitsmijden On- / off-ramps Off-ramp to Zoetermeer On-ramp from Zoetermeer On-ramp from Zoetermeer Centrum Off-ramp to petrol station On-ramp from petrol station Off-ramp to Nootdorp On-ramp from Nootdorp Off-ramp to Prins Clausplein ����������������������������������� �������������������������������� � On-ramp from Prins Clausplein Off-ramp to Voorburg ��� The made available to us as traffic flows ���data collected by these detectors were ������������������� �������������������� ��� and average speeds at five-minute intervals��������������������� from 06.00 to 10.00h for a typical day ��� (4 ��� April 2006; see § 5.3). To see if a bottleneck is present, we show the development ��� of ��� speed in this time interval for the seven detectors that are closest to The Hague. ��� The result is shown in Figure 7.2. � �� ���� ������������������������������������ ��� ��� ��� This ���figure shows that traffic speed is almost constant during the whole time ��� interval at the three detectors located closest to The Hague (nos. 3645, 4045 and ��� 4645). ��� This suggests that on this part of the A12 capacity problems are negligible. �� � ��� two���detectors ��� ���that��� ��� ��� furthest ��� ���� At the are located from����The ���� Hague (nos. 5830 and ���������� 6340) there is a sudden drop in traffic speed just after 07.00h and an equally sud- ��������������������� den return to free-flow speed at around 09.45h. This pattern is consistent with the ����������������������������������������������������������������� ��������� emergence of a queue in front of a bottleneck when its capacity is exceeded at the �� beginning of the morning rush-hour and it disappears at the end of this period. ����������� ������������� �� ���� ����� ����� ����� ����� ���� This suggests that the bottleneck must be located between detector number 4645 and detector number 5835. This is the part of the A12 on which traffic from the A4 flows ��in from Prins Clausplein and traffic to Voorburg flows out. There are two detectors on this road segment (5500 and 5220). Figure 7.2 shows that during the ��������������� �� travel speed there is between the free-flow value and the much lower rush hour, �������������� value registered at the detectors upstream of this road segment. This is consistent ��������������������������� with the interpretation of this road segment as a bottleneck: in the bottleneck, � traffic speeds up to the free-flow level. � � � � � � �� �� Figure 7.2: Travel speeds during the morning rush hour between Prins Clausplein and ���������� ����������������������������������������������������������������������� The Hague ������ �������������� ���������������� ������ ������� ������� �������� ������������� � � ∆ �� � Continuation of Table 7.1 5835 2 5500 4 5220 4 4645 3 4045 3 ����������������������������������� 3645 3 �� �� �� ���� ���� �� ���� ���� ���� � ���� ���� � ����� ����� ����� ����� ����� Spitsmijden | Experimental design and modelling ����� ���� 71 ������������� ������������������ ��� �� ��� �� ��� Figure 7.3 is a stylized map of the road segment identified as the bottleneck. Travel flows are from the east (right-hand side of map) to the west (left-hand side of ��� map), as indicated by the arrow. The eastern part of the map shows��������������� that the two �������������� lanes with traffic originating from the A4 join the traffic from the two lanes from ��������������������������� the � A12. Of the four lanes that result, one becomes the off-ramp to Voorburg. Detectors 5220 and 5500 are both����� located on����� the part of the road where there are ���� ����� ����� four lanes. On this road segment, vehicles from the A12 that are heading towards ���� Voorburg have to cross two or three lanes to reach the off-ramp, while vehicles from the A4 heading towards The Hague have to leave the right-hand lane to avoid entering the off-ramp to Voorburg. There is therefore a relatively large amount of traffic weaving on this road segment, and this is probably a main reason why it acts as a bottleneck. �������������� �������� �������� ������� ��������� ���������������� ������ ������� ������� �������� Our conclusion that there is a bottleneck on the A12 between Prins Clausplein and the Voorburg off-ramp is confirmed by other evidence. The bottleneck model assumes that the capacity of the bottleneck is given. Figure 7.4 shows the flows through the bottleneck. The number of vehicles passing through the bottleneck fluctuates somewhat between subsequent five-minute time intervals, and the average flow size seems to be somewhat lower in the second half of the rush-hour. However, it seems adequate to summarize the figure by stating that during the rush-hour the number of cars passing through the bottleneck per unit of time remains constant. ������������� Figure 7.3: The bottleneck �� �� �� �� � Moreover, during the rush-hour the ratio between the flow entering the bottle- neck from the A4 and the flow entering from the A12 is approximately constant, as should be expected when a stable weaving pattern exists. Such stable weaving patterns arise more or less naturally when traffic flows from different lanes have to merge. Figure 7.4 shows that throughout the rush-hour the share of traffic entering the bottleneck from the A4 is larger than that entering it from the A12. A second piece of evidence that confirms the presence of a bottleneck on this road segment emerges when we compute the travel time between Zoetermeer (detector no. 14590) and the bottleneck. The bottleneck model suggests that the pattern of travel times is a triangle, like the one shown in Figure 7.1. To verify this, we approximated the travel times implied by our data. The result is shown in Figure 7.5. 72 Experimental design and modelling | Spitsmijden � ����� �� � � � � � �� ���� ������������������������������������ ��� ��� ��� �� ��������������������� ���������������������������������� Figure 7.4: Traffic flows through the bottleneck ��� ��� ��� ��� ��� ��� �� � ��� ��� �� ��� �� ��� ��������������� �������������� ��������������������������� ��� � ���� ����� ����� ����� ����� � ���� Figure 7.5 shows our computed travel time and a triangular approximation. The figure shows that during the majority of the morning rush-hour, the triangular approximation works well. It is only during the peak of the rush-hour (around �������������� 09.00h) that actual travel times on the A12 are lower than those suggested by the bottleneck model. ������ �������� �������� ���������������� �� � � ������� ������������� A probable explanation for this is that around 09.00h the queue in front of the �� bottleneck extends beyond the location of detector 14590. If this is the case, the amount of time spent in the queue on the A12 is larger for those who joined this highway east of Zoetermeer. For the commuters in Zoetermeer the ������� �������presence of �� ��������� �������� a queue at the on-ramp means that joining the highway is more difficult. The capacity of the on-ramp therefore decreases, with the result that a queue forms on the ramp and, perhaps, on the local road leading towards the ramp. This means �� that also for these drivers, the amount of time spent in the queue is larger than suggested by Figure 7.5. �� With this explanation for the measured travel time around 09.00h, it appears that the pattern of travel times during the remainder of the rush-hour is extremely well approximated by the triangular pattern suggested by the bottleneck model. We � conclude, therefore, that using the bottleneck model as a first approximation of traffic congestion on the A12 from Zoetermeer towards The Hague is justified on the basis of the properties of the data at our disposal. � ����� Spitsmijden | Experimental design and modelling 73 ��� ���� ��� ��� ��� �� � ��� ��� ��� ��� ��� ��� ��� ��� ���� ���� ���� ���������� Figure 7.5: Travel time from Zoetermeer to the bottleneck during the morning rush-hour ����������������������������������������������������������������� ��������� ��������������������� �� ����������� ������������� �� �� ��������������� �������������� ��������������������������� ����� � ���� � � � � � � �� �� ���������� ����������������������������������������������������������������������� ������ ������ of the model 7.4 Application ������� Capacity of the bottleneck Total demand ������� �������� ������������� ����� �� �� �� �� Parameters of the utility function Between 07.00 and 09.30h, an average of 587 vehicles pass through the bottleneck every five minutes. We noted above that most of these vehicles enter from the A4. The average number entering from the A12 is 255 every five minutes.21 The total number of vehicles that pass through the bottleneck during the morning rush-hour having entered from the A12 is equal to the product of the capacity (255) and the length of the rush-hour (measured as the number of five-minute intervals). This length equals 30. Total demand is therefore equal to 7659. The utility function is defined in section 7.1 as: �� � � u=- α tt-β max{0,(t*-at)}-γ max{0,(at-t*)}, with α the value of time (vot), β the disutility of schedule delay early and γ the disutility of schedule delay late. The value of time α in the Netherlands is € 7.50 per hour on average. Given this figure, we can compute the other two parameters on the basis of the triangular approximation in Figure 7.5. Table 7.2 provides further information about this triangular approximation. The prearrival time t* corresponds to ����� the peak of the triangle ����� ����� that occurs at 09.07h. ����� For the driver who passes through the bottleneck exactly at that time, the disutility of the commute is equal to the product of the vot and the delay caused by the presence of the queue. Using the triangular approximation results in a disutility of € 2.25. Note that this is based on a delay of 25 minutes, of which a part (approxima- ferred ����� 21 This means that every five minutes, 255 cars leave the queue during the morning rush hour. The number of cars that join the queue can be computed on the basis of the values of α and β , as being equal to 309 before the peak in the travel time and 159 after that peak. The computation uses equation 6 of Arnott et al. (1990). 74 Experimental design and modelling | Spitsmijden ���� ���� ���� ���� ���� ���� ���� ����� ���� tely five minutes) is realized before the driver passes the detector at 14,590. The drivers who pass through the bottleneck at other times experience the same disutility, since their schedule delay costs compensate exactly for the lower travel time. For the drivers who pass the bottleneck at 07.24 or at 09.36h there are only schedule delay costs. It is easy to compute then that β must be equal to € 1.32 per hour and γ to € 4.50 per hour. It may be noted that γ is smaller than the vot, which suggests that for the drivers on the A12 schedule delay late is less of a problem than spending more time in the queue. Table 7.2: The approximated triangular travel time curve Approximation 7 minutes 25 minutes 9.1 hours Free flow travel time Maximum travel time Preferred arrival time Optimal fine toll The optimal time varying toll is equal to a-(t*-t) β for vehicles passing through the bottleneck before the preferred arrival time t* and a-(t*-t) γ for vehicles that pass through it later (see Arnott, de Palma & Lindsey, 1990, p. 118). The value of a can be chosen by the policy maker, but has to be at most equal to 2.25 for the values of the parameters we use. If we give a this maximum value, then the driver who passes through it the bottleneck at the beginning of the morning rush-hour receives a reward of € 2.25, as does the driver who passes through it at the end of the rush-hour. Drivers who pass through the bottleneck between the beginning and the end of the rush-hour receive a lower reward, and drivers who pass through exactly at 09.07h (and thus arrive at work at the preferred time) do not receive anything. It is clear that in this case the toll is in fact a reward: nobody has to pay, and all except the drivers who arrive at the preferred time receive some money. It may be observed that the maximum value of the fine toll is relatively low in comparison to the rewards that were used in the trial (€ 3 or € 7). The same observation can be made for the coarse tolls that are discussed in the sections below. This suggests that rewards lower than those used in the trial might be optimal. Optimal coarse toll Since it is difficult to implement a time varying toll, researchers have considered the possibility of using a coarse toll, which is a toll (or reward) whose value does not change over time. Using the results of Arnott, de Palma and Lindsey (1990, p. 120),22 we find that in the case considered here the optimal coarse toll equals € 1.28, and that it should be introduced at 08.05h and withdrawn at 09.24h. This toll can be easily transformed into an equivalent reward. This reward equals € 0.84 and is given to drivers who pass through the bottleneck between 07.24 and 08.05h, or between 09.24 and 09.36h. No reward is granted outside this time period. Optimal rewards in fixed time intervals It is also possible to determine optimal tolls or rewards for predetermined time intervals. This is done by computing the minimum value of time spent in the queue by drivers who pass through the bottleneck in a particular thirty-minute interval. If the tolls during the time intervals are set equal to these levels, the length 22 The authors only consider the case in which γ exceeds the vot. For this reason it is not completely clear whether their formulas can also be applied in the present case. This issue has to be investigated further. Spitsmijden | Experimental design and modelling 75 of the queue will be reduced, but the capacity of the bottleneck will still be fully used during the whole rush-hour. The results of our computations are presented in Table 7.3. It shows that a maximum toll of € 1.46 can be levied between 08.30 and 09.00h. The equivalent optimal rewards can be found by taking the difference between € 2.25 and the optimal toll. Table 7.3: Optimal tolls in thirty-minute intervals Time 07.30-08.00h 08.00-08.30h 08:30-09.00h 09.00-09.30h Value of minimum time spent in the queue 0.13 0.79 1.46 0.45 Optimal tolls or rewards for different time intervals can be computed in a similar manner. 7.5 Concluding remarks Even though it was shown in section 7.3 that some aspects of the traffic congestion problems on this network correspond closely to the predictions of the bottleneck model, the actual situation differs markedly from that assumed in the model. • A large amount of traffic on the A12 leaves this highway at Nootdorp or Prins Clausplein. This traffic experiences some of the congestion on the A12. It can, however, be argued that it does not contribute to the travel time of commuters who have to pass through the bottleneck. • Traffic from Nootdorp and Zoetermeer Centrum joins the A12 between the Zoetermeer on-ramp and the bottleneck. As this traffic has to pass through the bottleneck, it contributes to the congestion experienced by drivers who join the A12 at Zoetermeer or earlier. We did not present a formal analysis of the consequences of this phenomenon for the traffic flows on the network, the resulting equilibrium or the optimal tolls. • It is hard to believe that all commuters passing through the bottleneck have the same preferred arrival time (i.e. close to 09.00h). There are probably many commuters who want to pass through the bottleneck earlier. The implications of the presence of such commuters for the analysis have not been investigated. • We have assumed that the values of time and scheduling delay costs are equal for all commuters, and this is probably also at variance with reality. This suggests an extension of the model to a heterogeneous population of drivers. This list could perhaps be extended and suggests that it would be worthwhile to carry out a number of sensitivity analyses on the application of the bottleneck model to this particular situation. Another couple of comments are related to the Spitsmijden trial. The analysis presented above assumed that all drivers who pass through the bottleneck will be rewarded or tolled. However, the trial concerned a limited (and selected) group of commuters. In the previous sections we did not consider the implications of rewarding or tolling a subset of commuters. To do so, one should take the example 76 Experimental design and modelling | Spitsmijden of a coarse toll / reward and assume that it is relevant to only a certain group of commuters. The members of this group will tend to avoid the time interval during which the toll is in effect or switch to the interval during which a reward will be given. The result will be a change in travel times during some time intervals. Even though these changes may tend towards a new equilibrium for the group that is tolled or rewarded, it will distort the original equilibrium for the other commuters. These other commuters will therefore tend to switch reversely, which will counteract the move towards a different equilibrium. Whether or not a different equilibrium will ultimately be realized depends on the relative size of both groups. If the group that is rewarded is a small minority (as was the case in the trial), the equilibrium will remain unchanged if the time intervals during which they are rewarded are part of the original rush-hour. The switch in departure times of the participants in the trial will be exactly compensated for by reverse shifts of the non-participants. If the time intervals during which the participants are rewarded are outside the original rush-hour, total demand during the rush-hour will decrease, and there will be a modest decrease of congestion during the rush-hour. Even if the group of commuters who are rewarded is large enough to enable a shift in the traffic equilibrium, one must be aware of the possibility that decreased congestion during the rush-hour may attract drivers who previously chose to travel at different time periods. This possibility is neglected by the version of the bottleneck model that we used above, which is characterized by inelastic total demand. Arnott and colleagues (1993) consider an extension of the model with elastic demand that may be useful in this respect. It should be noted in this context that rewarding drivers for avoiding the rush-hour results in a situation that is different from optimal tolling, since it decreases the disutility of the commute. Latent demand may be substantial. This is an additional topic for further investigation. Spitsmijden | Experimental design and modelling 77 8 CONCLUSIONS The first stage of the Spitsmijden project successfully carried out a reward trial that encouraged car drivers to avoid the morning rush-hour. A close examination of the various aspects of the implementation resulted in the following insights: • Technical implementation. The selected technical design allowed for reliable registrations of vehicle movements. The EVI / OBU system had a very high reliability. • Behavioural analysis. The impact of the reward on rush-hour travel behaviour was significant, both for the monetary and the Yeti smartphone reward type. A reduction of rush-hour car trips by about 50% was observed. This reduction was obtained mainly by rescheduling trips to earlier or later points in time. A shift to public transport occurred, but to a lesser degree. • Bottleneck simulation model. The bottleneck model is an insightful tool for the analysis of motorway queuing. Application to the A12 Zoetermeer-The Hague morning rush-hour demonstrates how welfare optimal rewards can be identified. • INDY simulation model. The INDY model was extended to allow for a detailed modelling of a reward scheme on the A12 motorway. Preliminary simulations of some scenarios provide an indication of the capabilities of the model, which are promising. The results indicate that both the level of the reward and the participation rate have a decisive influence on the net queuing time results. A subsequent stage of the project will focus on refining the various aspects. The behavioural analysis will be extended by explicitly linking the stated preference surveys to the revealed preference trial. This will extend the scope of the analysis. Extending and refining the simulation tools should allow for further exploration of the dynamics of reward schedules. Possible extensions of the bottleneck model include a more detailed traffic representation, which at this stage is still a simplified single link set-up. As for the INDY model, a further extension of the simulation scenarios will contribute to a better understanding of the impact of certain aspects of a reward scheme, including the impact of flexible time intervals. The link between the INDY model and the bottleneck model will be further explored at a subsequent stage. 78 Experimental design and modelling | Spitsmijden 9 BIBLIOGRAPHY Arnott, R., A. de Palma & R. Lindsey (1990) Economics of a Bottleneck. Journal of Urban Economics, 27, 111-130. Bliemer, M.C.J. (2004) INDY Model Specifications. Working document, Delft University of Technology, the Netherlands. Bliemer, M., and H. Taale (2006) Route Generation and Dynamic Traffic Assignment for Large Network. Proceedings of the 1st Symposium on Dynamic Traffic Assignment, Leeds, UK. Bliemer, M., E. Versteegt and R. Castenmiller (2004) INDY: A New Analytical Multiclass Dynamic Traffic Assignment Model. Proceedings of the 5th Triennial Symposium on Transportation Analysis, Le Gosier, Guadeloupe. McFadden, D. (1974) Conditional logit analysis of qualitative choice behaviour. In Frontiers of Econometrics, Zarembka, P. (ed.), Academic Press, New York, pp. 105-142. Verhoef, E.T. (2005) Speed-flow Relations and Cost Functions of Congested Traffic: Theory and Empirical Analysis. Transportation Research A, 39, 792-812. Verhoef, E.T. (2003) Inside the Queue: Hypercongestion and Road Pricing in a Continuous Time-Continuous Place Model of Traffic Congestion. Journal of Urban Economics, 54, 531-565. Vickrey, W.S. (1969) Congestion Theory and Transport Investment. American Economic Review, 59, 251-261. Spitsmijden | Experimental design and modelling 79 80 Experimental design and modelling | Spitsmijden Spitsmijden, Experimental design and modelling APPENDICES Spitsmijden | Experimental design and modelling 81 APPENDIX 1: FIRST SURVEY Enquête “Spitsmijden” Inleiding Zoals u misschien al via de media hebt vernomen, wordt er in het najaar van 2006 op de A12 een proef uitgevoerd om de mogelijke effecten te onderzoeken van beloningen voor automobilisten in de ochtendspits op de A12. De proef bestaat eruit dat automobilisten, die geregeld voor hun werk in de ochtendspits op de A12 rijden, beloond worden als ze tijdens de spitsuren niet van de A12 (of alternatieve routes) gebruikmaken. Dit kan door op andere tijden te reizen, of door een alternatief voor de eigen auto te kiezen (bijvoorbeeld openbaar vervoer, carpoolen, thuiswerken, of de fiets). Of u in de spits de A12 of alternatieve routes gebruikt, wordt (via een ontvanger in uw auto) gemeten op de wegen tussen Zoetermeer en Den Haag. Ter voorbereiding op de proef voeren de Universiteit Utrecht en de Vrije Universi- teit een enquêteonderzoek uit. Door middel van deze enquête willen we inzicht krijgen in de mogelijke effecten van de proef. We zullen u vragen welke mogelijkheden u heeft om uw woon-werkrit aan te passen, en zo ja, of u daartoe zou overgaan bij bepaalde soorten beloningen. Het kost circa 20 minuten om de lijst in te vullen. De navolgende vragen hebben achtereenvolgens betrekking op uw: – woon-werksituatie; – gebruik van verkeers- en reisinformatie; – mening over verschillende beloningsvarianten; – persoonlijke gegevens. De door u verstrekte gegevens worden uitsluitend voor dit onderzoek gebruikt en worden op geen enkele wijze aan derden ter beschikking gesteld. Als u vragen heeft over de enquête, dan kunt u telefonisch contact met ons opnemen via nummer 070 3621094. 82 Experimental design and modelling | Spitsmijden Uw woon- en werksituatie 1. Wilt u hieronder uw woonadres invullen: Straat en huisnummer ____________________________________________________________________ Postcode ______________________________________________________________________________________ Plaats__________________________________________________________________________________________ 2. Wilt u hieronder uw werkadres invullen: Straat en huisnummer ____________________________________________________________________ Postcode (indien bekend)_________________________________________________________________ Plaats__________________________________________________________________________________________ 3. Hoeveel dagen per week werkt u (zowel op uw werkplek als thuis): _____ dagen 4. Hoe vaak reist u gemiddeld per week in de ochtendspits (tussen 06.00 en 10.00 uur) naar uw werk (hiermee bedoelen we naar een vaste werkplek, dus niet het incidenteel bezoeken van klanten of zakelijke relaties)? _____keer 5. Maakt u deze reis wel eens anders dan als autobestuurder (eventueel in combinatie met de auto)? _____Ja ________________________________________________________________ > ga naar vraag 6 _____Nee _______________________________________________________________> ga naar vraag 7 6. Hoe vaak per week (gemiddeld) gebruikt u de volgende vervoermiddelen om naar uw werk te gaan? Auto (bestuurder) ______________________________________________________________ _____ keer Auto (passagier) ________________________________________________________________ _____ keer Auto + trein (P&R) _____________________________________________________________ _____ keer Motor _____________________________________________________________________________ _____ keer Brommer _________________________________________________________________________ _____ keer Trein _______________________________________________________________________________ _____ keer Bus ______________________________________________________ _____ keer Fiets _______________________________________________________________________________ _____ keer Anders ___________________________________________________________ namelijk: __________________________________________________________________________ _____keer 7. Hoe lang duurt uw woon-werkrit met de auto gemiddeld? _____uur en _____minuten 8. Hoe lang zou uw woon-werkrit met de auto duren als er geen enkele vertraging (door files of anderszins) zou zijn? _____uur en_____minuten 9. Hoe lang duurt uw woon-werkrit met de auto tijdens een erg drukke ochtendspits (bijv. de drukste ochtendspits van de afgelopen twee weken)? _____uur en_____minuten 10. Hoe laat vertrekt u meestal naar uw werk als u met de auto gaat? _____uur_____minuten Spitsmijden | Experimental design and modelling 83 11. Hoe laat komt u meestal op uw werkplek aan als u met de auto gaat? _____uur_____minuten 12. Wat zijn voor u op een gemiddelde werkdag de parkeerkosten als u met de auto naar uw werk gaat? _____euro 13. Vindt u het openbaar vervoer (of het combineren van auto en openbaar vervoer, zoals Park & Ride) een realistisch alternatief voor uw woon-werkrit? _____Ja ________________________________________________________________> ga naar vraag 15 _____Nee ____________________________________________________________________________________ 14. Waarom is het openbaar vervoer (of combineren van auto en openbaar vervoer) voor u geen realistisch alternatief (u kunt meerdere antwoorden aankruisen)? � _____Reistijd � _____Onzekere reistijd (kans op vertragingen) � _____Looptijd van woning naar OV halte � _____Looptijd van OV halte naar werkplek � _____Dienstregeling sluit niet aan bij werktijden � _____Comfort � � _____In verband met meenemen van bagage _____Anders, nl. ___________________________________________________________________________ Ga nu naar vraag 20 15. Welke vorm van openbaar vervoer (evt. in combinatie met andere vervoerwijzen) is voor u het beste alternatief? � _____Trein � _____Tram � _____Bus � _____Anders, nl. ___________________________________________________________________________ 16. Hoe gaat u van uw huis naar de bushalte, tramhalte of station? � _____Lopend � _____Fiets � _____Auto (bestuurder) � _____Auto (passagier) � _____Anders, nl. ___________________________________________________________________________ 17. Hoe gaat u van de uitstaphalte of - station naar uw werk? _____Lopend _____Fiets _____Auto (bestuurder) _____Auto (passagier) _____Anders, nl. ___________________________________________________________________________ 18. Hoe lang duurt de rit met het openbaar vervoer naar uw werk gemiddeld, inclusief voor- en natransport (enkele reis)? _____uur en_____minuten 84 Experimental design and modelling | Spitsmijden 19. Wat zijn de kosten van uw woon-werkrit per openbaar vervoer (voor de heen- en terugreis)? _____euro en_____cent of_____strippen 20. Vindt u de fiets een realistisch alternatief voor uw woon-werkrit? _____Ja _______________________________________________> ga naar 22 _____Nee 21. Waarom is de fiets voor u geen realistisch alternatief (meerdere antwoorden mogelijk)? _____Reistijd _____Comfort _____Veiligheid _____In verband met meenemen van bagage _____Te ver / afstand te groot _____Anders, nl. __________________________________________________ Ga nu naar vraag 23 22. Hoe lang duurt de rit met de fiets naar uw werk (enkele reis)? _____uur en_____minuten 23. Wat is de meest voorkomende begin- en eindtijd van uw werk? begintijd ___________________________________ _____uur_____minuten eindtijd ____________________________________ _____uur_____minuten 24. Op welk tijdstip zou u bij voorkeur beginnen en ophouden met werken? begintijd ___________________________________ _____uur_____minuten eindtijd ____________________________________ _____uur_____minuten 25. Hoe vaak per week kunt u, als u dat wilt, later dan gebruikelijk beginnen? _____dagen per week _____Ik kan niet later beginnen 26. Hoeveel minuten kunt u dan maximaal later beginnen? _____minuten 27. Als u vroeger dan gebruikelijk op uw werkplaats aankomt, welke situatie is dan het meest op u van toepassing? _____Ik kan direct aan mijn werk beginnen _____Ik kan nog niet echt beginnen, maar wel alvast voorbereidingen treffen voor mijn werk _____Ik moet echt wachten op een bepaald tijdstip, voordat ik mijn werk kan beginnen (bijv. ploegendienst) _____Ik moet wachten op collega’s voordat ik met mijn werk kan beginnen _____Ik kan het (kantoor-)gebouw niet in _____Anders, nl __________________________________________________ Spitsmijden | Experimental design and modelling 85 28. In hoeverre kunt u de eindtijd van uw werk aanpassen als uw aankomsttijd op het werk verandert? _____De eindtijd van mijn werk ligt vast _____Als ik eerder begin met werken, kan ik ook eerder ophouden en daarna meteen naar huis gaan _____Als ik later begin te werken moet ik ook langer doorwerken _____Ik kan mijn werktijden volledig vrij bepalen _____Anders, nl. __________________________________________________ 29. Welke van de volgende (gezins- of persoonlijke) omstandigheden zijn van invloed op de mogelijke vertrektijden van huis (meerdere antwoorden mogelijk)? _____Zorg voor kinderen _____Samen willen ontbijten _____Het brengen van kinderen naar school _____Het afzetten van partner bij zijn / haar werk (of elders) _____Carpoolafspraken _____Anders, nl. __________________________________________________ _____Geen 30. In hoeverre kunt u, als u met de auto gaat, eerder van huis vertrekken dan uw gebruikelijke vertrektijd (uit vraag 10), rekeninghoudend met de bovengenoemde (gezins)omstandigheden? _____Ik kan maximaal_____minuten eerder vertrekken _____Niet van toepassing: ik kan zo vroeg vertrekken als ik maar zou willen 31. In hoeverre kunt u, als u met de auto gaat, later van huis vertrekken dan uw gebruikelijke vertrektijd (uit vraag 10) rekening houdend met de bovengenoemde (gezins)omstandigheden? _____Ik kan maximaal_____minuten later vertrekken _____Niet van toepassing: ik kan zo laat vertrekken als ik maar zou willen 32. Hoeveel dagen per week kunt u gemiddeld thuiswerken? _____dagen per week Gebruik van verkeersinformatie 33. Hoe vaak per week raadpleegt u informatie over de situatie op het wegennet (files) voordat u naar uw werk vertrekt? _____keer per week 34. Uit welke bron is deze informatie afkomstig (meerdere mogelijkheden)? _____Internet (specificeer website _________________________________ ) _____Teletekst _____Via mobiele telefoon (WAP/sms) _____Radio _____TV _____Anders, nl __________________________________________________ 35. Hoe vaak raadpleegt u informatie over het openbaar vervoer (routeplanner en informatie over vertragingen) voordat u naar uw werk vertrekt? _____keer per week 86 Experimental design and modelling | Spitsmijden 36. Uit welke bron is deze informatie afkomstig (meerdere mogelijkheden)? _____Internet (specificeer website _________________________________ ) _____Teletekst _____Via mobiele telefoon (WAP/sms) _____Radio _____TV _____Telefoon (0900-9292) _____Anders, nl. __________________________________________________ 37. Hoe vaak leidt verkeersinformatie er toe dat u eerder naar uw werk vertrekt? _____keer per maand 38. Hoe vaak leidt verkeersinformatie er toe dat u later naar uw werk vertrekt? _____keer per maand 39. Hoe vaak leidt verkeersinformatie er toe dat u een ander vervoermiddel kiest dan u oorspronkelijk van plan was? _____keer per maand 40. Hoe vaak leidt verkeersinformatie er toe dat u besluit thuis te werken? _____keer per maand De proef Spitsmijden proef In dit onderdeel van de enquête willen we u vragen hoe u staat tegenover de proef Spitsmijden. De proef houdt in dat u een beloning krijgt als u niet in de spits met de auto naar uw werk gaat. U wordt dus beloond als u buiten de spits met de auto reist, of met een ander vervoermiddel reist of helemaal niet reist (bijv. thuiswerken). Dit wordt gemeten via meetpunten op de wegen tussen Zoetermeer en Den Haag en een ontvanger die in uw auto wordt geplaatst. U kunt er van uit gaan dat u ongeveer halverwege uw woon-werkrit geregistreerd wordt. Als u in de spits met de auto langs een van deze meetpunten rijdt, krijgt u dus geen beloning. U mag er tevens van uit gaan dat de vertraging door files en het aanbod van openbaar vervoer hetzelfde blijft als in de huidige situatie. In dit onderdeel stellen we u verschillende varianten van de Spitsmijden proef voor, en vragen u om zich voor te stellen dat u aan de proef meedoet. Wilt u voor iedere situatie aangeven hoe u uw woon-werk-reis zou maken, door uit een aantal getoonde mogelijkheden te kiezen? Omdat u misschien niet iedere dag dezelfde keuze zult maken, vragen we u om uw woon-werkritten voor 50 werkdagen (de duur van de proef voor een voltijdwerker) aan verschillende alternatieven toe te delen. Spitsmijden | Experimental design and modelling 87 Uw huidige reisgedrag 41. Allereerst willen we u vragen aan te geven hoe vaak, per 50 werkdagen, u gemiddeld op dit moment de volgende opties kiest voor uw huidige woonwerkreis: Huidige situatie Stel u werkt 50 dagen en u zou niet meedoen aan het experiment. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.30 uur langs meetpunt Met de auto tussen 06.30 en 09.30 uur langs meetpunt Met de auto na 09.30uur langs meetpunt Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Geld als beloning Thuiswerken 42. Stelt u zich nu voor dat u aan de proef Spitsmijden meedoet, en dat de beloning als volgt plaatsvindt. Voor iedere dag dat u niet met de auto in de spits langs een van de meetpunten reist, ontvangt u een geldbedrag, zoals hieronder is aangegeven. De totale beloning tijdens de proef kan oplopen tot ongeveer € 300. Wilt u aangeven hoe vaak, per 50 werkdagen, u gemiddeld de volgende opties kiest voor uw huidige woon-werkreis: Beloningsvariant Geld U wordt beloond als u niet met de auto langs een van de meetpunten rijdt tussen 06.30 en 09.30 uur. De beloning bedraagt € 5,00 per dag. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.30u Met de auto tussen 06.30 en 09.30 uur Met de auto na 09.30u Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer De Yeti als beloning 88 Thuiswerken 43. Stelt u zich nu voor dat u aan de proef Spitsmijden meedoet, en dat de beloning als volgt plaatsvindt. Bij het begin van de proef krijgt u een Yeti in bruikleen. De Yeti is een navigatiesysteem waarmee de automobilist met gesproken instructies naar iedere gewenste bestemming wordt geleid. Bovendien geeft de Yeti overal de meest actuele gebaseerd op locatie en rijrichting, en heeft onder andere de standaard functionaliteit van een PDA: agenda, e-mail, Word, Excel, Notes, Internet en telefoon. De winkelwaarde van de Yeti bedraagt € 600. Voor iedere keer dat u niet met de auto in de spits langs een van de meet punten reist, ontvangt u spaarpunten (credits). U kunt in totaal 50 spaarpunten behalen. Als u aan het einde van de proef voldoende credits heeft verzameld mag u de Yeti gratis behouden en ontvangt u een abonnement op de verkeersinformatieservice van 1 jaar. Wilt u aangeven hoe vaak, per 50 werkdagen, u gemiddeld de volgende opties kiest voor uw huidige woon-werkreis: Experimental design and modelling | Spitsmijden Beloningsvariant Yeti U ontvangt 1 spaarpunt als u niet met de auto langs een van de meetpunten rijdt tussen 06.30 en 09.30 uur. Als u 25 van de 50 spaarpunten behaalt mag u de Yeti houden. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.30u Met de auto tussen 06.30 en 09.30 uur Met de auto na 09.30u Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Achtergrondgegevens Thuiswerken 44. Wat is uw geboortejaar? _____ 45. Wat is uw geslacht? _____Man _____Vrouw 46. Wat is uw opleidingsniveau? _____Basisschool _____VMBO / HAVO / VWO (secundair onderwijs) _____LBO (lager beroepsonderwijs) _____MBO (middelbaar beroepsonderwijs) _____HBO / WO (hoger beroepsonderwijs / universitair) 47. Wat is het netto maandelijks inkomen van uw huishouden? _____< € 2.000 _____€ 2.000 – € 3.500 _____€ 3.500 – € 5.000 _____Meer dan € 5.000 _____Ik wil geen informatie geven over mijn inkomen. 48. Wat is uw gezinssamenstelling? _____Alleenstaand _____Getrouwd / samenwonend zonder kinderen _____Getrouwd / samenwonend met kinderen _____Alleenstaande ouder _____Anders _____________________________________________________ 49. Indien u thuiswonende kinderen heeft, wilt u dan hun leeftijden aangeven? 1ste kind ________________________________________________ _____ jaar 2e kind __________________________________________________ _____ jaar 3e kind __________________________________________________ _____ jaar 4e kind _________________________________________________ _____ jaar 5e kind __________________________________________________ _____ jaar 6e kind _________________________________________________ _____ jaar 50. Over hoeveel auto’s beschikt uw huishouden? _____auto’s Spitsmijden | Experimental design and modelling 89 WIJ DANKEN U HARTELIJK VOOR UW MEDEWERKING! U kunt de enquête retourneren in de bijgevoegde antwoordenvelop. 90 Experimental design and modelling | Spitsmijden APPENDIX 2: SP SURVEY (MONETARY REWARDS) Beste Spitsmijden deelnemer, Als deelnemer aan de proef Spitsmijden heeft u enige tijd geleden een enquête ingevuld. Hierin werden vragen gesteld over uw woon- en werksituatie, die nodig zijn om de effecten van de proef naar waarde te kunnen schatten. Daarnaast heeft u aangegeven hoe u op de beloning door middel van geld of sparen voor de Yeti zou reageren. In de volgende enquête gaan we in meer detail in op de door u gekozen beloningsvariant (beloning met geld). We stellen u verschillende varianten van de proef Spitsmijden voor, die verschillen met betrekking tot: - de beloningshoogte - de vertraging in de spits We vragen u om zich voor te stellen dat u aan de proef meedoet. Wilt u voor iedere situatie aangeven hoe u uw woon-werkreis zou maken, door uit een aantal getoonde mogelijkheden te kiezen? Omdat u misschien niet iedere dag dezelfde keuze zult maken, vragen we u om uw woon-werkritten voor 50 werkdagen (de duur van de proef voor een voltijdwerker) aan verschillende alternatieven toe te delen. Stelt u zich nu voor dat u aan de Beloningsproef meedoet, en beantwoordt u de vragen voor verschillende beloningsvarianten. Beloningsvariant 2 U wordt beloond als u niet met de auto langs een van de meetpunten rijdt tussen 06.30 en 09.30 uur. De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. De beloning bedraagt: € 3,00 per dag. De vertraging door files bedraagt: • vóór 06.30 gemiddeld 5 minuten. • tussen 06.30 en 09.30 uur gemiddeld 35 minuten. • na 09.30 uur gemiddeld 5 minuten. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: vóór 06.30 uur Met de auto tussen 06.30 en 09.30 uur Met de auto Met de auto na 09.30 uur Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Thuiswerken Spitsmijden | Experimental design and modelling 91 Beloningsvariant 3 U wordt beloond als u niet met de auto langs een van de meetpunten rijdt tussen 06.00 en 10.00 uur. De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. De beloning bedraagt: € 7,00 per dag. De vertraging door files bedraagt: • vóór 06.00 gemiddeld 5 minuten. • tussen 06.00 en 10.00 uur gemiddeld 35 minuten. • na 10.00 uur gemiddeld 5 minuten. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.00 uur Met de auto tussen 06.00 en 10.00 uur Met de auto na 10.00 uur Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer _____keer _____keer _____keer Beloningsvariant 7 U wordt beloond als u niet met de auto langs een van de meetpunten rijdt tussen 06.30 en 09.30 uur. De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. De beloning bedraagt: € 5,00 per dag. De vertraging door files bedraagt: • vóór 06.30 gemiddeld 10 minuten. • tussen 06.30 en 09.30 uur gemiddeld 20 minuten. • na 09.30 uur gemiddeld 10 minuten. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: vóór 06.30 uur Met de auto tussen 06.30 en 09.30 uur Met de auto Met de auto na 09.30 uur Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Thuiswerken Beloningsvariant 9 U wordt beloond als u niet met de auto langs een van de meetpunten rijdt tussen 06.00 en 10.00 uur. De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. De beloning bedraagt: € 3,00 per dag. De vertraging door files bedraagt: • vóór 06.00 gemiddeld 5 minuten. • tussen 06.00 en 10.00 uur gemiddeld 35 minuten. • na 10.00 uur gemiddeld 5 minuten. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: 92 Met de auto vóór 06.00 uur Met de auto tussen 06.00 en 10.00 uur Met de auto na 10.00 uur Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Experimental design and modelling | Spitsmijden Thuiswerken Beloningsvariant 12 Als u met de auto langs een van de meetpunten rijdt: • vóór 06.00 uur ontvangt u € 5,00 (5 minuten vertraging door files); • tussen 06.00 en 07.00 uur ontvangt u € 2,50 (20 minuten vertraging door files); • tussen 07.00 en 09.00 uur ontvangt u geen beloning (35 minuten vertraging door files); • tussen 09.00 en 10.00 uur ontvangt u € 2,50 (20 minuten vertraging door files); • na 10.00 uur ontvangt u € 5,00 (5 minuten vertraging door files). De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. Als u reist met openbaar vervoer of fiets of thuis werkt ontvangt u € 5,00. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.00 uur tussen 06.00 en 07.00 uur tussen 07.00 en 09.00 uur tussen 09.00 en 10.00 uur na 10.00 uur _____keer _____keer _____keer _____keer _____keer Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer Beloningsvariant 14 Als u met de auto langs een van de meetpunten rijdt: • vóór 07.00 uur ontvangt u € 7,00 (10 minuten vertraging door files); • tussen 07.00 en 07.30 uur ontvangt u € 3,50 (18 minuten vertraging door files); • tussen 07.30 en 08.30 uur ontvangt u geen beloning (25 minuten vertraging door files); • tussen 08.30 en 09.00 uur ontvangt u € 3,50 (18 minuten vertraging door files); • na 09.00 uurontvangt u € 7,00 (10 minuten vertraging door files). De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. Als u reist met openbaar vervoer of fiets of thuis werkt ontvangt u € 7,00. Tijdens de proef werkt u 50 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 07.00 uur tussen 07.00 en 07.30 uur tussen 07.30 en 08.30 uur tussen 08.30 en 09.00 uur na 09.00 uur _____keer _____keer _____keer _____keer _____keer Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer WIJ DANKEN U HARTELIJK VOOR UW MEDEWERKING! Spitsmijden | Experimental design and modelling 93 APPENDIX 3: SP SURVEY (YETI REWARDS) Beste Spitsmijden deelnemer, Als deelnemer aan de proef Spitsmijden heeft u enige tijd geleden een enquête ingevuld. Hierin werden vragen gesteld over uw woon- en werksituatie, die nodig zijn om de effecten van de proef naar waarde te kunnen schatten. Daarnaast heeft u aangegeven hoe u op de beloning door middel van geld of sparen voor de Yeti zou reageren. In de volgende enquête gaan we in meer detail in op de door u gekozen beloningsvariant (beloning met de Yeti). We stellen u verschillende varianten van de Spitsmijden proef voor, die verschillen met betrekking tot: - het aantal spitsmijdingen nodig om de Yeti te verdienen - de vertraging in de spits We vragen u om zich voor te stellen dat u aan de proef meedoet. Wilt u voor iedere situatie aangeven hoe u uw woon-werkreis zou maken, door uit een aantal getoonde mogelijkheden te kiezen? Omdat u misschien niet iedere dag dezelfde keuze zult maken, vragen we u om uw woon-werkritten voor 25 werkdagen (de duur van de proef voor een voltijdwerker) aan verschillende alternatieven toe te delen. Stelt u zich nu voor dat u aan de Beloningsproef meedoet, en beantwoordt u de vragen voor verschillende beloningsvarianten. Beloningsvariant 21 U ontvangt 1 spaarpunt als u niet met de auto langs een van de meetpunten rijdt tussen 07.00 en 09.00 uur. De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. Als u 20 van de 25 spaarpunten behaalt mag u de Yeti houden. De vertraging door files bedraagt: • vóór 07.00 gemiddeld 10 minuten. • tussen 07.00 en 09.00 uur gemiddeld 20 minuten. • na 09.00 uur gemiddeld 10 minuten. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: 94 Met de auto vóór 07.00 uur Met de auto tussen 07.00 en 09.00 uur Met de auto na 09.00 uur Met het openbaar vervoer Met de fiets _____keer _____keer _____keer _____keer _____keer _____keer Experimental design and modelling | Spitsmijden Thuiswerken Beloningsvariant 24 U ontvangt 1 spaarpunt als u niet met de auto langs een van de meetpunten rijdt tussen 07.00 en 09.00 uur. De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. Als u 10 van de 25 spaarpunten behaalt mag u de Yeti houden. De vertraging door files bedraagt: • vóór 7.00 uur gemiddeld 10 minuten. • tussen 07.00 en 09.00 uur gemiddeld 30 minuten. • na 09.00 uur gemiddeld 10 minuten. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 07.00 uur Met de auto tussen 07.00 en 09.00 uur Met de auto na 09.00 uur Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer _____keer _____keer _____keer Beloningsvariant 25 U ontvangt 1 spaarpunt als u niet met de auto langs een van de meetpunten rijdt tussen 07.00 en 09.00 uur. De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. Als u 15 van de 25 spaarpunten behaalt mag u de Yeti houden. De vertraging door files bedraagt: • vóór 07.00 uur gemiddeld 5 minuten. • tussen 07.00 en 09.00 uur gemiddeld 35 minuten. • na 09.00 uur gemiddeld 5 minuten. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 07.00 uur Met de auto tussen 07.00 en 09.00 uur Met de auto na 09.00 uur Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer _____keer _____keer _____keer Beloningsvariant 28 U ontvangt 1 spaarpunt als u niet met de auto langs een van de meetpunten rijdt tussen 06.00 en 10.00 uur. De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. Als u 15 van de 25 spaarpunten behaalt mag u de Yeti houden. De vertraging door files bedraagt: • vóór 06.00 gemiddeld 10 minuten. • tussen 06.00 en 10.00 uur gemiddeld 30 minuten. • na 10.00 uur gemiddeld 10 minuten. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 06.00 uur Met de auto tussen 06.00 en 10.00 uur Met de auto na 10.00 uur Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer _____keer _____keer _____keer Spitsmijden | Experimental design and modelling 95 Beloningsvariant 30 Als u met de auto langs een van de meetpunten rijdt: • vóór 07.00 uur ontvangt u 1 spaarpunt (5 minuten vertraging door files); • tussen 07.00 en 07.30 uur ontvangt u 0,5 spaarpunt (20 minuten vertraging door files); • tussen 07.30 en 08.30 uur ontvangt u geen spaarpunten (35 minuten vertraging door files); • tussen 08.30 en 09.00 uur ontvangt u 0,5 spaarpunt (20 minuten vertraging door files); • na 09.00 uur ontvangt u 1 spaarpunt (5 minuten vertraging door files). De reistijd met het openbaar vervoer is 5 minuten langer dan met de auto in de spits. Als u reist met openbaar vervoer of fiets of thuis werkt ontvangt u 1 spaarpunt. U ontvangt de Yeti als u 20 van de 25 spaarpunten heeft behaald. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 07.00 uur tussen 07.00 en 07.30 uur tussen 07.30 en 08.30 uur tussen 08.30 en 09.00 uur na 09.00 uur _____keer _____keer _____keer _____keer _____keer Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer Beloningsvariant 31 Als u met de auto langs een van de meetpunten rijdt: • vóór 07.00 uur ontvangt u 1 spaarpunt (5 minuten vertraging door files); • tussen 07.00 en 07.30 uur ontvangt u 0,5 spaarpunt (20 minuten vertraging door files); • tussen 07.30 en 08.30 uur ontvangt u geen spaarpunten (35 minuten vertraging door files); • tussen 08.30 en 09.00 uur ontvangt u 0,5 spaarpunt (20 minuten vertraging door files); • na 09.00 uur ontvangt u 1 spaarpunt (5 minuten vertraging door files). De reistijd met het openbaar vervoer is 20 minuten langer dan met de auto in de spits. Als u reist met openbaar vervoer of fiets of thuis werkt ontvangt u 1 spaarpunt. U ontvangt de Yeti als u 15 van de 25 spaarpunten heeft behaald. Tijdens de proef werkt u 25 dagen. Hoe vaak kiest u ieder van de volgende mogelijkheden: Met de auto vóór 07.00 uur tussen 07.00 en 07.30 uur tussen 07.30 en 08.30 uur tussen 08.30 en 09.00 uur na 09.00 uur _____keer _____keer _____keer _____keer _____keer Met het openbaar vervoer Met de fiets Thuiswerken _____keer _____keer _____keer WIJ DANKEN U HARTELIJK VOOR UW MEDEWERKING! 96 Experimental design and modelling | Spitsmijden APPENDIX 4: LOGBOOK Datum invullen Ik heb gewerkt. Mijn rit was: Ik heb niet gewerkt vanwege: Eventuele bijzondere situaties: ___met de auto* vóór 07.30u** de auto tussen 07.30 en 08.00u ___met de auto tussen 08.00 en 09.00u ___met de auto tussen 09.00 en 09.30u ___met de auto na 09.30u ___met een andere auto uit gezin ___met een auto van buiten gezin ___carpoolen (als passagier) ___met het openbaar vervoer ___met de fiets ___met een andere vervoerswijze ___niet nodig i.v.m. thuiswerken ___niet naar mijn gebruikelijke werkadres maar naar een locatie buiten het proef- ___Geen ___Mijn nl.: _____ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ auto was niet beschikbaar: º met vervangende auto gereden *** niet º met vervangende auto gereden ___Ik heb in de ochtendspits met de auto tussen Zoetermeer en Den Haag gereisd, maar NIET om naar het werk te gaan ___Iemand anders heeft in de ochtendspits met mijn auto Ik heb gewerkt. Mijn rit was: Ik heb niet gewerkt vanwege: Eventuele bijzondere situaties: ___met ___Geen ___Mijn ___met gebied (bijv. i.v.m. een afspraak) Datum invullen de auto* vóór 07.30u** de auto tussen 07.30 en 08.00u ___met de auto tussen 08.00 en 09.00u ___met de auto tussen 09.00 en 09.30u ___met de auto na 09.30u ___met een andere auto uit gezin ___met een auto van buiten gezin ___carpoolen (als passagier) ___met het openbaar vervoer ___met de fiets ___met een andere vervoerswijze ___niet nodig i.v.m. thuiswerken ___niet naar mijn gebruikelijke werkadres maar naar een locatie buiten het proefgebied (bijv. i.v.m. een afspraak) ___met werkdag ___Verlof/vakantie ___Ziekte ___Anders, _________________ _________________ _________________ _________________ _________________ _________________ werkdag ___Verlof/vakantie ___Ziekte ___Anders, nl.: _____ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ tussen Zoetermeer en Den Haag gereisd ___De Yeti werkte niet *** ___OBU gaf geen piepsignaal *** ___Overige bijzondere situatie, namelijk: ______________ auto was niet beschikbaar: º met vervangende auto gereden *** niet º met vervangende auto gereden ___Ik heb in de ochtendspits met de auto tussen Zoetermeer en Den Haag gereisd, maar NIET om naar het werk te gaan ___Iemand anders heeft in de ochtendspits met mijn auto tussen Zoetermeer en Den Haag gereisd ___De Yeti werkte niet *** ___OBU gaf geen piepsignaal *** ___Overige bijzondere situatie, namelijk: ______________ * Hiermee wordt de auto waarin de OBU is ingebouwd bedoeld. ** Het gaat hierbij om het tijdstip waarop u volgens eigen inschatting langs het detectiepoortje kwam (u heeft een piepsignaal gehoord bij het passeren). *** Het projectbureau Spitsmijden is hiervan op de hoogte gesteld. Spitsmijden | Experimental design and modelling 97 APPENDIX 5: EVALUATION SURVEY Evaluatie-enquête A. Uw reisgedrag In de afgelopen maanden heeft u deelgenomen aan de proef Spitsmijden. Door uw deelname aan de proef heeft u een bijdrage geleverd aan het inzicht in verplaatsingsgedrag van forensen bij positieve prikkels om niet in de spits te rijden. In deze enquête stellen wij u nog een aantal vragen, noodzakelijk voor de wetenschappelijke analyse van de proef. Deze enquête vormt daarom onderdeel van uw deelname. Uw reisgedrag tijdens de proef Spitsmijden 1. Wat was uw belangrijkste motivatie(s) om aan het project mee te doen? _____Beloning (geld of Yeti) _____Een bijdrage leveren aan de kennis over het weggebruik in de spits _____Een bijdrage leveren aan vermindering van de fileproblematiek _____Experimenteren met mogelijkheden om het eigen gedrag aan te passen _____Het opdoen van ervaring met de Yeti-smartphone en het gebruik van verkeersinformatie _____Anders, nl. __________________________________________________ _______________________________________________________ 2. Om de beloning te krijgen heeft u uw woon-werkrit aan moeten passen. Hoeveel moeite kostte u dat? _____Erg veel _____Redelijk veel _____Redelijk weinig _____Nauwelijks 3. Heeft u tijdens de proef Spitsmijden vaker of minder vaak dan u vooraf van plan was uw gedrag aangepast door de spits te mijden? _____Minder vaak ______________________________________ > ga naar 4 _____Even vaak _____Vaker _____________________________________________> ga naar 5 4. Wat waren de belangrijkste factoren die het u moeilijk maakten om uw woonwerkrit aan te passen (meerdere antwoorden mogelijk)? _____Afspraken op het werk (werktijden, vergaderingen / afspraken) _____Verplichtingen binnen het gezin _____Beschikbaarheid van alternatieve vervoermiddelen _____De weersomstandigheden _____Het later beschikbaar komen van RandstadRail _____Anders, nl. __________________________________________________ ________________________________________ > Ga naar 6 98 Experimental design and modelling | Spitsmijden 5. Wat waren de belangrijkste factoren die het u gemakkelijker maakten om uw woon-werkrit aan te passen (meerdere antwoorden mogelijk)? _____Verandering in werktijden, nl. __________________________________ _____Aanpassing in OV-verbinding, nl. _______________________________ _____Verandering binnen het gezin, nl. _______________________________ _____Steun van de werkgever om flexibel te kunnen werken _____Anders, nl. __________________________________________________ __________________________________________________ 6. Heeft u specifieke maatregelen genomen om het veranderen van uw gedrag mogelijk te maken (meerdere antwoorden mogelijk)? _____Afspraken met mijn werkgever over werktijden of thuiswerken _____Afspraken met collega’s over werktijden _____Afspraken met gezinsleden over tijdschema _____Afspraken met gezinsleden over taakverdeling _____Afspraken met kennissen / collega’s over carpoolen _____Aanschaf van een OV-abonnement _____Aanschaf van een fiets en / of regenkleding _____Aanschaf van PC / laptop / breedband internet _____Zoeken van informatie over OV-verbindingen tussen woning en werk _____Zoeken van informatie over fietsroutes tussen woning en werk _____Oefenen met het aanpassen van gedrag in de weken voor de beloningsperiode _____Anders, nl. __________________________________________________ __________________________________________________ 7. Hoe vaak heeft u tijdens de proef informatie geraadpleegd over de situatie op het wegennet (files) voordat u naar uw werk vertrok? _____keer per week 8. Is dit vaker dan normaal? _____Vaker _____Even vaak _____Minder vaak 9. Uit welke bron was deze informatie afkomstig (meerdere mogelijkheden)? _____Yeti (of andere smartphone) _____Haaglanden.mobiel _____Internet (specificeer website _________________________________ ) _____Teletekst _____Radio _____TV _____Mobiele telefoon _____Anders, nl. __________________________________________________ __________________________________________________ 10. Hoe vaak heeft u tijdens de proef informatie geraadpleegd over het openbaar vervoer (routeplanner en informatie over vertragingen) voordat u naar uw werk vertrok? _____keer per week Spitsmijden | Experimental design and modelling 99 11. Is dit vaker dan normaal? _____Vaker _____Even vaak _____Minder vaak 12. Uit welke bron was deze informatie afkomstig (meerdere mogelijkheden)? _____Yeti _____Internet (specificeer website _________________________________ ) _____Teletekst _____Radio _____TV _____Telefoon (0900-9292) _____Anders, nl. __________________________________________________ __________________________________________________ 13. In welke mate heeft de vertraging in de opening van RandstadRail uw gedrag beïnvloed? _____In het geheel niet _____Als RandstadRail eerder van start was gegaan, had ik vaker met het OV gereisd en minder vaak met de auto in de spits _____Als RandstadRail eerder van start was gegaan, had ik vaker met het OV gereisd maar was het aantal ritten met de auto in de spits hetzelfde gebleven _____Anders, nl. __________________________________________________ __________________________________________________ 14. Kunt u aangeven welke van de volgende situaties op u van toepassing is met betrekking tot uw gedrag na afloop van de proef Spitsmijden? _____Tijdens de proef heb ik mijn gedrag aangepast om de beloning te verdienen, maar na de proef ga ik weer terug naar mijn gedrag van voor de proef. _____Tijdens de proef heb ik een aantrekkelijke OV-verbinding (niet RandstadRail) gevonden, die ik na de proef blijf gebruiken. Ik zal daardoor minder autoritten tijdens de spits naar mijn werk maken. _____Tijdens de proef is RandstadRail geopend. Dit is voor mij een aantrekkelijke optie, die ik na de proef blijf gebruiken. Ik zal daardoor minder autoritten tijdens de spits naar mijn werk maken. _____Tijdens de proef heb ik het tijdstip van mijn autorit naar het werk aangepast. Dit is mij goed bevallen en ik zal dit in de toekomst regelmatig blijven doen. _____Tijdens de proef ben ik vaker dan voorheen met de fiets naar het werk gegaan. Dit is mij goed bevallen en ik zal dit in de toekomst regelmatig blijven doen. Ik zal daardoor minder autoritten tijdens de spits naar mijn werk maken. _____Het is mij niet gelukt mijn gedrag tijdens de proef zodanig aan te passen dat ik de spits structureel heb kunnen mijden. Dat zal ook na de proef zo zijn. _____Anders, nl. __________________________________________________ __________________________________________________ 100 Experimental design and modelling | Spitsmijden 15. Wat zou u er van vinden als de beloning, zoals beschikbaar tijdens deze proef, gebruikt zou worden als middel om bij wegwerkzaamheden mensen te stimuleren om de spits te mijden? _____Een goed idee, want __________________________________________ _____Een slecht idee, want _________________________________________ _____Weet niet / geen mening (Als u geen Yeti in bruikleen heeft gehad tijdens de proef, ga dan naar vraag 20) B. Het gebruik van de Yeti-smartphone 16. Hoe vaak hebt u via de Yeti verkeersinformatie over files gebruikt? _____per week 17. Hoe vaak hebt u via de Yeti verkeersinformatie over wegwerkzaamheden gebruikt? _____per week 18. Hoe nuttig vond u de informatie over files en wegwerkzaamheden? _____Zeer nuttig _____Redelijk nuttig _____Niet erg nuttig _____Totaal niet nuttig 19. Hoe goed kwam deze informatie overeen vergeleken met de werkelijkheid? _____Zeer goed _____Redelijk goed _____Niet goed en niet slecht _____Matig _____Slecht C. Uw deelname – evaluatie projectbureau Graag horen we ook uw mening over uw ervaringen rond uw deelname tijdens de proef. De uitkomsten uit deze enquête dienen om eventuele vervolgprojecten beter te kunnen uitvoeren. 20. Wat vond u van de informatie over de proef (timing, beloningsschema’s, enquêtes etc.), zoals die door het projectbureau werden verstrekt? _____Zeer goed _____Redelijk goed _____Niet goed en niet slecht _____Matig _____Slecht Toelichting _______________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Spitsmijden | Experimental design and modelling 101 21. Wat vindt u van de bereikbaarheid van het projectbureau tijdens de proef? _____Zeer goed _____Redelijk goed _____Niet goed en niet slecht _____Matig _____Slecht Toelichting _______________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 22. In hoeverre bent u het eens met de volgende stellingen over de ‘inbouwavond’ bij de RDW, toen uw OBU werd gemonteerd? _____Ik ben keurig geholpen toen de OBU in mijn auto werd gebouwd [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens] _____Ik kon goed terecht met de vragen die ik had [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens] _____Ik vond het leuk om andere deelnemers te spreken [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens] _____Ik vond het fijn om mensen van het projectbureau te ontmoeten [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens] _____De Yeti-demonstratie was erg nuttig [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens] 23. Indien u voor de Yeti als beloning heeft gekozen, kunt u dan aangeven in hoeverre u het eens bent met de volgende stellingen? _____Ik kon de Yeti goed gebruiken. Alles was duidelijk. [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens, niet van toepassing] _____Ik had wel een paar vragen, maar die zijn netjes beantwoord door medewerkers van het projectbureau. [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens, niet van toepassing] _____Ik heb het overzicht met veelgestelde vragen over de Yeti (f.a.q. op de persoonlijke pagina) als zeer nuttig ervaren. [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens, niet van toepassing] _____De informatie die ik via de Yeti ontving was duidelijk en nuttig. [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens, niet van toepassing] _____Ik zou een volgende keer weer de Yeti hebben gekozen. [geheel mee eens, mee eens, neutraal, mee oneens, zeer mee oneens, niet van toepassing] 24. Tijdens de proef heeft u wekelijks via uw logboek informatie aan ons doorgegeven over uw dagelijkse woon-werkrit. Hoe heeft u dit ervaren? _____Veel werk _____Redelijk veel werk _____Vrij weinig werk _____Een kleine moeite Toelichting _______________________________________________________ 102 Experimental design and modelling | Spitsmijden _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 25. Hoe vond u uw persoonlijke pagina’s op www.spitsmijden.nl (het logboek niet meetellend)? _____Zeer goed _____Redelijk goed _____Niet goed en niet slecht _____Matig _____Slecht Toelichting _______________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 26. Heeft u de wekelijkse nieuwsbrief als nuttig ervaren, of eerder als vervuiling van uw mailbox? _____Nuttig _____Vervuiling van mijn mailbox _____Een nieuwsbrief? Nooit gezien? _____Geen mening Toelichting (vrijblijvend) ____________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 27. Zou u een volgende keer weer meedoen? _____Ja _____Nee _____Weet niet / geen mening Toelichting (vrijblijvend) ____________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 28. Als u aanvullende opmerkingen, ervaringen, aanbevelingen of ideeën hebt over de proef, dan kunt u deze hier kwijt: ___________________________________________________________________ ___________________________________________________________________ ___________________________________________________________________ ___________________________________________________________________ WIJ DANKEN U HARTELIJK VOOR UW MEDEWERKING! Spitsmijden | Experimental design and modelling 103 APPENDIX 6: NON-RESPONSE TO SURVEY Intro Goedemorgen/-middag/-avond mevrouw/mijnheer, u spreekt met ... van Stratus Marktonderzoek. In opdracht van onder meer het Ministerie van Verkeer en Waterstaat voeren wij momenteel een onderzoek uit naar het autoverkeer over de A12. Vraag 01 Is er iemand in uw huishouden die zelf (als bestuurder) minimaal drie keer per week tijdens de ochtendspits over de A12 richting Den Haag gaat? 1: ja 2: nee Als Vraag 01 is 2 dan door naar Afsluiting2 Vraag 02 Hoeveel personen in uw huishouden doen dat? 1: 1 persoon 2: 2 personen 2: 3 of meer personen Vraag 03INTR1 Ik wil graag het gesprek voortzetten met degene die dagelijks tijdens de spits gebruik maakt van de A12 richting Den Haag. Is dat mogelijk? Enq.: Indien respondent “JA” zegt en het gesprek NU gevoerd kan worden TYP “1” Indien respondent niet wil, de huisgenoot is niet thuis of wil ook niet of een andere reden waardoor geen gesprek kan, TYP DAN <CTLR END>. Vraag 03INTR2 Dit onderzoek wordt uitgevoerd in het kader van het project “Spitsmijden”. Dit is een experiment onder een willekeurige groep automobilisten uit Zoetermeer. Zij krijgen een beloning voor elke keer als zij niet in de spits met de auto vanuit Zoetermeer richting Den Haag rijden. Vraag 03 Heeft u over dit proefproject iets gehoord, gezien of gelezen? 1: ja 2: nee 3: wil niet zeggen Vraag 04 Als Vraag 03 is 1 Heeft u toevallig zelf aan dit proefproject meegedaan? 1: ja 2: nee Als Vraag 04 is 1 dan naar Afluiting4 Vraag 05 104 Hoe vaak reist u gemiddeld per week in de ochtendspits, dus tussen 6 uur en 10 uur, naar een VASTE bestemming, uw werk of voor nog andere doeleinden, over de A12 richting Den Haag? 1: 2 keer of minder (Enq.: Is einde gesprek) 2: 3 keer 3: 4 keer 4: 5 keer of meer 5: wil niet zeggen (Enq.: Is einde gesprek) Experimental design and modelling | Spitsmijden Als Vraag 05 is 1 of 5 dan door naar Afsluiting3 Vraag 06 Wat is de reden van uw dagelijkse autorit richting Den Haag? 1: woon-werk 2: school-studie 3: anders, te weten: ... 4: wil niet zeggen Vraag 07A Kunt u de 4 cijfers van de postcode van deze vaste bestemming geven? Als u die niet weet mag u ook de straat en plaatsnaam geven. Enq.: WEET NIET / W.N.Z. is 9999 Vraag 07C In welke plaats is dat? 1: Den Haag 2: Voorburg 3: Rijswijk 4: Leidschendam 5: Wateringen 6: Wassenaar 7: anders, te weten: ... 8: wil niet zeggen Vraag 08 Staat de auto waarmee u deze rit meestal maakt op uw eigen naam, op naam van uw werkgever of nog anders? 1: op eigen naam 2: naam van de werkgever, auto van de zaak of lease-auto 3: anders, te weten: ... 4: wil niet zeggen Vraag 09 Rijden er regelmatig anderen met u mee? Enq.: Minimaal 2 keer per week 1: ja 2: nee 3: wil niet zeggen Als Vraag 09 is groter dan 1 dan door naar Vraag 12 Vraag 10 Hoeveel anderen? 1: 1 ander 2: 2 anderen 3: 3 of meer anderen 4: wil niet zeggen Vraag 11 Wie zijn die anderen? Als Vraag 10 is 1 Wie is die andere persoon? 1: partner 2: kind(eren) 3: collega 4: persoon/kennis die bij mij in de buurt werkt 5: (nog) anders, te weten: ... 6: wil niet zeggen Spitsmijden | Experimental design and modelling 105 Vraag 12 Hoe lang duurt uw autorit naar deze vaste bestemming gemiddeld? Enq.: WEET NIET / W.N.Z. is 999 Vraag 13 Hoe laat vertrekt u meestal van huis als u met de auto naar deze vaste bestemming gaat? Vraag 14 Gebruikt u wel eens een ander vervoermiddel dan de auto? 1: ja 2: nee 3: wil niet zeggen Als Vraag 14 is groter dan 1 dan door naar Vraag 17 Vraag 15 Met welk ander vervoermiddel gaat u ook wel eens naar deze vaste bestemming? 1: meerijden met iemand anders 2: motor 3: trein/RandstadRail 4: bus (Enq.: De bus vanuit Zoetermeer) 5: (brom)fiets 6: (nog) anders, te weten: ... 7: wil niet zeggen Vraag 16A Als Vraag 15 is 1 Vraag 16B Als Vraag 15 is 2 Vraag 16C Als Vraag 15 is 3 Vraag 16D 106 Hoe vaak rijdt u ongeveer met iemand anders mee naar de vaste bestemming? 1: 2 keer per week 2: 1 keer per week 3: ongeveer 1 keer per 2 weken 4: ongeveer 1 of 2 keer per maand 5: nog minder vaak dan 1 keer per maand 6: wil niet zeggen Hoe vaak gaat u ongeveer met de motor naar de vaste bestemming? 1: 2 keer per week 2: 1 keer per week 3: ongeveer 1 keer per 2 weken 4: ongeveer 1 of 2 keer per maand 5: nog minder vaak dan 1 keer per maand 6: alleen bij mooi weer 7: wil niet zeggen Hoe vaak gaat u ongeveer met de trein of RandstadRail naar de vaste bestemming? 1: 2 keer per week 2: 1 keer per week 3: ongeveer 1 keer per 2 weken 4: ongeveer 1 of 2 keer per maand 5: nog minder vaak dan 1 keer per maand 6: wil niet zeggen Experimental design and modelling | Spitsmijden Als Vraag 15 is 4 Vraag 16E Als Vraag 15 is 5 Hoe vaak gaat u ongeveer met de bus naar de vaste bestemming? 1: 2 keer per week 2: 1 keer per week 3: ongeveer 1 keer per 2 weken 4: ongeveer 1 of 2 keer per maand 5: nog minder vaak dan 1 keer per maand 6: wil niet zeggen Hoe vaak gaat u ongeveer met de (brom)fiets naar de vaste bestemming? 1: 2 keer per week 2: 1 keer per week 3: ongeveer 1 keer per 2 weken 4: ongeveer 1 of 2 keer per maand 5: nog minder vaak dan 1 keer per maand 6: alleen bij mooi weer 7: wil niet zeggen Vraag 17 Is het openbaar vervoer voor u een realistisch alternatief voor uw woon-werkrit? 1: ja 2: nee 3: weet niet/w.n.z. Vraag 18 Is de fiets of bromfiets voor u een realistisch alternatief voor uw woon-werkrit? 1: ja 2: nee 3: weet niet/w.n.z. Vraag 19A1 Wat is de gebruikelijk begintijd van uw werk? Enq.: WEET NIET/W.N.Z. is 99 Vraag 19B1 En wat is de gebruikelijk eindtijd van uw werk? Enq.: WEET NIET/W.N.Z. is 99 Vraag 20 Hoe vaak per week kunt u, als u dat wilt, later dan gebruikelijk beginnen? Enq.: KAN NIET LATER BEGINNEN is 0 WEET NIET/W.N.Z.is 99 Als Vraag 20 is 0 of 99 dan door naar Vraag 22 Vraag 21 Hoeveel minuten kunt u dan maximaal later beginnen? Enq.: WEET NIET/W.N.Z. is 999 Vraag 22 Ik noem u een aantal situaties op die zouden kunnen ontstaan wanneer u VROEGER dan gebruikelijk op uw werk aankomt. Kunt u steeds aangeven of die situatie voor u van toepassing is? Spitsmijden | Experimental design and modelling 107 Enq.: LEES OP IN DE GOEDE VOLGORDE. INDIEN MEN ERGENS “JA” ZEGT, HOEVEN DE ANDERE MOGELIJKHEDEN NIET MEER GENOEMD TE WORDEN. 1: ik kan direct aan mijn werk beginnen 2: ik kan nog niet echt beginnen, maar wel alvast voorbereidingen treffen voor mijn werk 3: ik moet echt wachten op een bepaald tijdstip, voordat ik met mijn werk kan beginnen (bijv. ploegendienst) 4: ik moet wachten op collega’s voordat ik met mijn werk kan beginnen 5: ik kan het gebouw niet in 6: (nog) anders, te weten: ... 7: weet niet / w.n.z. Vraag 23 Ik noem u een aantal situaties die van invloed kunnen zijn op uw vertrektijden van huis. Kunt u mij voor ieder van deze zeggen of dit voor u van toepassing is? Enq.: LEES OP 1: zorg voor kinderen 2: samen willen ontbijten 3: het brengen van kinderen naar school of kinderopvang 4: het afzetten van partner bij zijn of haar werk (of anders) 5: carpoolafspraken 6: geen van deze 7: wil niet zeggen Vraag 24 Zijn er nog andere redenen die voor u van invloed zijn op uw vertrektijd van huis? En zo ja, welke redenen zijn dat? 1: ja, te weten: ... 2: nee 3: weet niet / w.n.z. Vraag 25 Rekening houdend met de eerder genoemde privé- en werkomstandigheden; hoeveel minuten zou u dan maximaal EERDER dan dat u doorgaans doet van huis naar uw werk kunnen vertrekken? 1: ... minuten eerder 2: kan niet, kan onmogelijk eerder vertrekken 3: weet niet/w.n.z. Vraag 26 En ook weer rekening houdend met de eerder genoemde privé- en werkomstandigheden; hoeveel minuten zou u dan maximaal LATER dan dat u doorgaans doet van huis naar uw werk kunnen vertrekken? 1: ... minuten later 2: kan niet, kan onmogelijk later vertrekken 3: weet niet/w.n.z. Vraag 27 Zijn er bij de organisatie waar u werkt mogelijkheden om thuis te werken? 1: ja 2: nee 3: weet niet/w.n.z. Vraag 28 Als Vraag 27 is 1 108 Hoeveel dagen per week kunt ú gemiddeld thuiswerken? Experimental design and modelling | Spitsmijden Enq.: Als respondent vanwege bijv. functie NIET kan thuiswerken, typ “0” WEET NIET/W.N.Z. is 99 Vraag 29 INTRO Ik wil nog even met u terugkomen op het spitsmijden. Onlangs heeft er een proef plaatsgevonden waarbij automobilisten gedurende 10 weken een beloning van 5 euro ontvingen voor iedere dag dat ze niet in de spits met de auto naar hun werk gingen. Vraag 29 Stel dat dit experiment binnenkort herhaald zou worden en u om medewerking gevraagd zou worden, zou u dan zeker wel, waarschijnlijk wel, misschien, waarschijnlijk niet of zeker niet aan deze proef meedoen? 1: zeker wel 2: waarschijnlijk wel 3: misschien 4: waarschijnlijk niet 5: zeker niet 6: weet niet / w.n.z. Vraag 30 Als Vraag 29 is 1 of 2 of 3 Wat zouden voor u de motieven zijn om aan deze proef te willen meedoen? Enq.: NIET OPLEZEN 1: de beloning 2: een bijdrage leveren aan de kennis over weggebruik in de spits 3: een bijdrage leveren aan de vermindering van de fileproblematiek 4: experimenteren met mogelijkheden om het eigen gedrag aan te passen 5: (nog) anders, te weten: ... 6: weet niet / w.n.z. Vraag 31 Als Vraag 29 is 4 of 5 Waarom zou u niet aan de proef willen meedoen? Enq.: NIET OPLEZEN, WEL DOORVRAGEN: En waarom nog meer niet? 1: ik kan vanwege werktijden de spits niet mijden 2: ik kan vanwege gezinsverplichtingen de spits niet mijden 3: ik heb geen alternatieve vervoermiddelen 4: ik vind de beloning niet voldoende 5: ik vind het teveel administratieve rompslomp 6: ik moet mijn gewoonlijke gedrag te veel aanpassen 7: (nog) anders, te weten: ... 8: weet niet/w.n.z. Vraag 32INTRO Tenslotte zou ik nog enkele algemene vragen willen stellen. Vraag 32 Wat is uw leeftijd? Enq.: WEET NIET/W.N.Z. is 999 Vraag 33 Enq.: NOTEER GESLACHT. 1: man 2: vrouw Spitsmijden | Experimental design and modelling 109 Vraag 35 Wat is uw hoogst genoten schoolopleiding? 1: universiteit 2: HBO (HTS, HEAO, Sociale academie) 3: HAVO / VWO / HBS / Gymnasium / Lyceum / Atheneum 4: MBO (MTS, MEAO) 5: MAVO (MULO / VGLO) 6: VMBO/LBO (LEAO, LTS, huishoudschool) 7: uitsluitend lager -of basisonderwijs 8: geen onderwijs 9: weet niet / w.n.z. Vraag 34 Hoe is het huishouden waartoe u behoort, samengesteld? De hoofdkostwinner is ... 1: alleenstaand 2: getrouwd / samenwonend zonder kinderen 3: getrouwd / samenwonend met kinderen, jongste kind jonger dan 12 jaar 4: getrouwd / samenwonend met kinderen, jongste kind 12 jaar of ouder 5: alleenstaande ouder 6: anders, te weten: ... 7: weet niet / w.n.z. Vraag 36 Wat is het bruto maandelijks inkomen van uw huishouden? 1: minder dan 2.000 euro 2: tussen 2.000 en 3.000 euro 3: tussen 3.000 en 4.000 euro 4: tussen 4.000 en 5.000 euro 5: tussen 5.000 en 6.000 euro 6: meer dan 6.000 euro 7: weet niet / w.n.z. Vraag 37 Hoeveel personen werken er in de organisatie (of vestiging) waar u werkt? Enq.: WEET NIET/W.N.Z. is 999999 Vraag 38 Tot welke sector behoort het bedrijf of de organisatie waar u werkt? Enq.: Eerst respondent zelf proberen te antwoorden, anders op weg helpen. 1: landbouw, tuinbouw, visserij 2: industrie, openbare nutsbedrijven 3: bouw 4: groothandel, detailhandel 5: horeca 6: transport, communicatie 7: financiële of zakelijke dienstverlening 8: gezondheidszorg of welzijnszorg 9: onderwijs 10: overheid (gemeente, provincie, rijk) 11: anders, te weten: ____________________________________________________ 12: weet niet / w.n.z. 110 Experimental design and modelling | Spitsmijden Afsluiting Afsluiting 2 Afsluiting 3 Afsluiting 4 Dan waren dit al mijn vragen. Ik dank u hartelijk voor uw medewerking aan dit onderzoek en ik wens u verder een prettige dag/avond. Dan waren dit al mijn vragen. U behoort helaas niet tot de doelgroep van het onderzoek. Ik dank u voor uw medewerking en ik wens u verder een prettige dag/avond. Dan waren dit al mijn vragen. Wij interviewen personen die 3 keer of vaker per week in de spits naar Den Haag rijden. Ik dank u voor uw medewerking en ik wens u verder een prettige dag/avond. Dan waren dit al mijn vragen. U behoort dan niet tot de doelgroep van het onderzoek. Ik dank u voor uw medewerking en ik wens u verder een prettige dag/avond. Spitsmijden | Experimental design and modelling 111 Colophon Publication Consortium Spitsmijden Project management p2 managers, Rossum (the Netherlands) Authors Dirk van Amelsfort, Michiel Bliemer, Dick Ettema, Dusica Joksimovic, Jasper Knockaert (ed.), Albert Mulder, Jan Rouwendal Translator UvA Vertalers, Amsterdam (the Netherlands) Production CoMMunicom, Utrecht (the Netherlands) Photography Roelof Pot, Kelle Schouten, Rein van der Zee Design Raadgever en Partners, Amersfoort (the Netherlands) Print work Drukkerij Tuijtel, Hardinxveld (the Netherlands) © May 2007 This is a publication by Spitsmijden. Use of this information is permitted only if reference is made to the Spitsmijden experiment. THE SPITSMIJDEN EXPERIMENT IS AN INITIATIVE BY: Ministerie van Verkeer en Waterstaat Rijkswaterstaat i.s.m.