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Understanding traffic patterns and 
regular travellers using registration 
plate data 
Tom Cherrett, Fraser McLeod 
Transportation Research Group 
University of Southampton
Characteristics of commuter traffic 
- 70% of commutes involve 
travelling on local roads in a city 
or town 
- 74% in employment usually 
work in a single work place 
- Only 16% of commuters have 
more than 1 route to work
Characteristics of commuter traffic 
- 34% change route because of traffic 
seen up ahead 
- > income or education levels use 
more than one route to work 
- > the JT, the > the frequency of route 
change 
- Males change route more 
- Older commuters make less route 
changes
Traditional network monitoring 
Vehicle Detector 
Controller Signal Queue Length 
Plans 
Signal Plans 
Vehicle 
Detected
ANPR for understanding behaviour
ANPR for understanding regulars 
-Who should be arriving in the foreseeable future? 
- How habitual are their behaviour patterns? 
- Can we use ‘regulars’ as indicators or network state?
ANPR for vehicle analysis 
25000 
20000 
15000 
10000 
5000 
0 
Number of observations 
Year of registration
Research Questions 
Using ANPR data: 
• How habitual are vehicle arrival patterns? 
• Can the arrival time variability of ‘regular ‘ vehicles be 
used to gauge network performance? 
• How does ‘churn’ affect the supply of ‘regular’ vehicles? 
Could one use ‘regular’ vehicles as information carriers in 
an ‘internet of cars’?
Dorset Test Site 
• Dorchester to Weymouth 
• 22 ANPR cameras 
• 50 million observations over 
12 months 
Dorchester 
Weymouth
Dorset ANPR data
Dorset ANPR data 
• 50 million records and counting 
• 118,200 records added each day 
• Periods covered: 
– 23/7/2012 to 12/11/2012 
– 4/4/2013 onwards 
• 76% of data have confidence level >=90% 
6000000 
5000000 
4000000 
3000000 
2000000 
1000000 
0 
COUNT(number) 
0 
32 
35 
38 
41 
44 
47 
50 
53 
56 
59 
62 
65 
68 
71 
74 
77 
80 
83 
86 
89 
92 
95 
98 
number of plates in dorsetanpr 
Confidence level
Average flow profile 
(NB, weekdays only) 
400 
350 
300 
250 
200 
150 
100 
50 
0 
1 3 5 7 9 11 13 15 17 19 21 23 
Average #plates recorded 
Time of day
Unique readings - One-off visitors? 
0% 
5% 
10% 
15% 
20% 
25% 
A1.1.NB.1 
A1.2.NB.1 
A1.SB.1 
A10.1.NB.1 
A10.1.SB.1 
A11.1.NB.1 
A11.1.SB.1 
A12.1.NB.1 
A12.1.SB.1 
A13.1.NB.1 
A13.1.SB.1 
A14.1.BI.1 
A15.1.IB.1 
A15.1.OB.1 
A16.1.IB.1 
A16.1.OB.1 
A3.1.NB.1 
A3.1.SB.1 
A4.1.EB.1 
A4.1.WB.1 
A7.1.NB.1 
A7.1.SB.1
Regular vehicles 
07:30 
07:20 
Example regular vehicle at A1.2.NB.1 (standard deviation = 85s)
How many vehicles are regular? 
Total of regular vehicles across 22 sites (0630-0930) 
Minimum number (percentage) days observed 
(out of 227 days) 
max  
(mins) 
30 
(13.2%) 
50 
(21.9%) 
70 
(30.8%) 
90 
(39.6%) 
110 
(48.5%) 
5 2386 1346 861 567 357 
7 4666 2740 1764 1137 729 
10 8662 5299 3484 2317 1516 
12 11590 7202 4788 3188 2079 
15 16246 10267 6831 4538 2919
Number of vehicles with s <=10mins, 
40+ appearances, Apr-Dec 2013, AM 
Location 
07:00 
07:15 
07:15 
07:30 
07:30 
07:45 
07:45 
08:00 
08:00 
08:15 
08:15 
08:30 
08:30 
08:45 
08:45 
09:00 Total 
A1.1.NB.1 26 25 21 26 23 18 18 9 166 
A1.2.NB.1 11 15 12 17 14 18 13 5 105 
A1.SB.1 10 13 6 23 35 21 35 26 169 
A10.1.NB.1 6 10 11 16 20 27 16 24 130 
A10.1.SB.1 12 10 16 10 10 15 20 17 110 
A11.1.NB.1 6 17 21 8 31 34 37 31 185 
A11.1.SB.1 8 14 19 16 21 35 29 12 154 
A12.1.NB.1 35 26 44 32 34 37 39 22 269 
A12.1.SB.1 23 27 40 58 62 44 40 42 336 
A13.1.NB.1 25 26 27 29 47 59 56 34 303 
A13.1.SB.1 19 21 25 27 16 17 13 14 152 
A14.1.BI.1 5 8 9 18 18 42 65 19 184 
A15.1.IB.1 6 4 10 15 23 32 36 16 142 
A15.1.OB.1 6 11 11 5 3 7 8 2 53 
A16.1.IB.1 22 29 23 29 25 26 21 16 191 
A16.1.OB.1 9 16 25 13 20 17 24 6 130 
A3.1.NB.1 39 37 32 23 46 50 51 24 302 
A3.1.SB.1 20 23 38 46 63 75 52 54 371 
A4.1.EB.1 3 4 10 6 12 16 13 16 80 
A4.1.WB.1 4 10 9 9 14 18 34 6 104 
A7.1.NB.1 10 18 13 19 18 32 24 22 156 
A7.1.SB.1 5 11 14 14 23 44 32 37 180 
Total 310 375 436 459 578 684 676 454 3972
Number of vehicles with s <=10mins 
40+ appearances, Apr-Dec 2013, PM 
Location 
16:30 
16:45 
16:45 
17:00 
17:00 
17:15 
17:15 
17:30 
17:30 
17:45 
17:45 
18:00 
18:00 
18:15 
18:15 
18:30 Total 
A1.1.NB.1 1 0 2 1 0 0 0 2 6 
A1.2.NB.1 2 4 2 4 0 0 0 0 12 
A1.SB.1 5 0 2 6 3 1 4 1 22 
A10.1.NB.1 0 2 1 2 0 0 1 3 9 
A10.1.SB.1 4 8 5 4 1 2 1 1 26 
A11.1.NB.1 2 2 4 3 0 0 3 0 14 
A11.1.SB.1 0 2 0 0 0 0 2 1 5 
A12.1.NB.1 4 2 8 2 2 2 0 1 21 
A12.1.SB.1 11 3 3 8 6 5 2 3 41 
A13.1.NB.1 13 9 13 5 3 0 1 0 44 
A13.1.SB.1 4 2 0 0 2 1 0 2 11 
A14.1.BI.1 14 19 9 4 7 0 1 0 54 
A15.1.IB.1 2 3 1 1 5 0 0 0 12 
A15.1.OB.1 0 0 0 0 0 2 0 0 2 
A16.1.IB.1 3 2 2 2 1 0 0 1 11 
A16.1.OB.1 14 6 24 5 1 2 1 1 54 
A3.1.NB.1 9 8 9 5 2 0 0 3 36 
A3.1.SB.1 10 11 1 8 4 7 2 3 46 
A4.1.EB.1 0 1 2 2 0 0 1 0 6 
A4.1.WB.1 1 2 1 3 0 0 1 2 10 
A7.1.NB.1 2 3 1 2 3 1 2 1 15 
A7.1.SB.1 1 5 0 1 0 2 3 0 12 
Total 102 94 90 68 40 25 25 25 469
Can regular vehicles indicate 
network performance? 
1.2 
1 
0.8 
0.6 
0.4 
0.2 
0 
-0.2 
-0.4 
-0.6 
4/4/13 4/5/13 4/6/13 4/7/13 4/8/13 
average standard score 
Average standard scores at A12, northbound, 0745-0830
Vehicle lateness (A12, northbound, 
Wed. 8/5/13, 0745-0830)
The problem of Churn 
Turnover (‘Churn’) of regular vehicles occurs due to: 
- Changes in vehicle ownership 
- Changes in job status/working conditions 
- Changes in home life 
A traffic management system using the variability in arrival 
rates of regular vehicles would need a constant update of 
the ‘regular’ drivers 
Churn was investigated by defining regular vehicles 
(standard deviation of arrival time less than 10 minutes 
based on more than 30 observations, 0630-0930)
Rolling analysis period 
Churn investigated over rolling 4-month periods: 
• Period 1 (P1) = 4/4/13 to 4/8/13 
• Period 2 (P2) = 4/5/13 to 4/9/13 
• Period 3 (P3) = 4/6/13 to 4/10/13 
• Period 4 (P4) = 4/7/13 to 4/11/13 
• Period 5 (P5) = 4/8/13 to 4/12/13 
• Period 6 (P6) = 4/9/13 to 4/1/14 
• Period 7 (P7) = 4/10/13 to 4/2/14 
• Period 8 (P8) = 4/11/13 to 4/3/14
Rolling analysis period 
30% 
25% 
20% 
15% 
10% 
5% 
0% 
160 
140 
120 
100 
80 
60 
40 
20 
0 
1 2 3 4 5 6 7 8 
Percentage of vehicles 
Number of vehicles 
Number of 4-month periods in which vehicle was 
a regular
Implications for network 
management 
- An additional method of monitoring issues on the 
network 
- Churn has implications for the supply of ‘regular’ vehicles 
- How regular do vehicles need to be to identify potential 
issues? 
- Results suggest major roads during the morning 
commute could be monitored in this way 
- Interesting scope for live monitoring of different vehicle 
types and CO2 footprints.

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Understanding traffic patterns and regular travellers using registration plate data

  • 1. Understanding traffic patterns and regular travellers using registration plate data Tom Cherrett, Fraser McLeod Transportation Research Group University of Southampton
  • 2. Characteristics of commuter traffic - 70% of commutes involve travelling on local roads in a city or town - 74% in employment usually work in a single work place - Only 16% of commuters have more than 1 route to work
  • 3. Characteristics of commuter traffic - 34% change route because of traffic seen up ahead - > income or education levels use more than one route to work - > the JT, the > the frequency of route change - Males change route more - Older commuters make less route changes
  • 4. Traditional network monitoring Vehicle Detector Controller Signal Queue Length Plans Signal Plans Vehicle Detected
  • 6. ANPR for understanding regulars -Who should be arriving in the foreseeable future? - How habitual are their behaviour patterns? - Can we use ‘regulars’ as indicators or network state?
  • 7. ANPR for vehicle analysis 25000 20000 15000 10000 5000 0 Number of observations Year of registration
  • 8. Research Questions Using ANPR data: • How habitual are vehicle arrival patterns? • Can the arrival time variability of ‘regular ‘ vehicles be used to gauge network performance? • How does ‘churn’ affect the supply of ‘regular’ vehicles? Could one use ‘regular’ vehicles as information carriers in an ‘internet of cars’?
  • 9. Dorset Test Site • Dorchester to Weymouth • 22 ANPR cameras • 50 million observations over 12 months Dorchester Weymouth
  • 11. Dorset ANPR data • 50 million records and counting • 118,200 records added each day • Periods covered: – 23/7/2012 to 12/11/2012 – 4/4/2013 onwards • 76% of data have confidence level >=90% 6000000 5000000 4000000 3000000 2000000 1000000 0 COUNT(number) 0 32 35 38 41 44 47 50 53 56 59 62 65 68 71 74 77 80 83 86 89 92 95 98 number of plates in dorsetanpr Confidence level
  • 12. Average flow profile (NB, weekdays only) 400 350 300 250 200 150 100 50 0 1 3 5 7 9 11 13 15 17 19 21 23 Average #plates recorded Time of day
  • 13. Unique readings - One-off visitors? 0% 5% 10% 15% 20% 25% A1.1.NB.1 A1.2.NB.1 A1.SB.1 A10.1.NB.1 A10.1.SB.1 A11.1.NB.1 A11.1.SB.1 A12.1.NB.1 A12.1.SB.1 A13.1.NB.1 A13.1.SB.1 A14.1.BI.1 A15.1.IB.1 A15.1.OB.1 A16.1.IB.1 A16.1.OB.1 A3.1.NB.1 A3.1.SB.1 A4.1.EB.1 A4.1.WB.1 A7.1.NB.1 A7.1.SB.1
  • 14. Regular vehicles 07:30 07:20 Example regular vehicle at A1.2.NB.1 (standard deviation = 85s)
  • 15. How many vehicles are regular? Total of regular vehicles across 22 sites (0630-0930) Minimum number (percentage) days observed (out of 227 days) max  (mins) 30 (13.2%) 50 (21.9%) 70 (30.8%) 90 (39.6%) 110 (48.5%) 5 2386 1346 861 567 357 7 4666 2740 1764 1137 729 10 8662 5299 3484 2317 1516 12 11590 7202 4788 3188 2079 15 16246 10267 6831 4538 2919
  • 16. Number of vehicles with s <=10mins, 40+ appearances, Apr-Dec 2013, AM Location 07:00 07:15 07:15 07:30 07:30 07:45 07:45 08:00 08:00 08:15 08:15 08:30 08:30 08:45 08:45 09:00 Total A1.1.NB.1 26 25 21 26 23 18 18 9 166 A1.2.NB.1 11 15 12 17 14 18 13 5 105 A1.SB.1 10 13 6 23 35 21 35 26 169 A10.1.NB.1 6 10 11 16 20 27 16 24 130 A10.1.SB.1 12 10 16 10 10 15 20 17 110 A11.1.NB.1 6 17 21 8 31 34 37 31 185 A11.1.SB.1 8 14 19 16 21 35 29 12 154 A12.1.NB.1 35 26 44 32 34 37 39 22 269 A12.1.SB.1 23 27 40 58 62 44 40 42 336 A13.1.NB.1 25 26 27 29 47 59 56 34 303 A13.1.SB.1 19 21 25 27 16 17 13 14 152 A14.1.BI.1 5 8 9 18 18 42 65 19 184 A15.1.IB.1 6 4 10 15 23 32 36 16 142 A15.1.OB.1 6 11 11 5 3 7 8 2 53 A16.1.IB.1 22 29 23 29 25 26 21 16 191 A16.1.OB.1 9 16 25 13 20 17 24 6 130 A3.1.NB.1 39 37 32 23 46 50 51 24 302 A3.1.SB.1 20 23 38 46 63 75 52 54 371 A4.1.EB.1 3 4 10 6 12 16 13 16 80 A4.1.WB.1 4 10 9 9 14 18 34 6 104 A7.1.NB.1 10 18 13 19 18 32 24 22 156 A7.1.SB.1 5 11 14 14 23 44 32 37 180 Total 310 375 436 459 578 684 676 454 3972
  • 17. Number of vehicles with s <=10mins 40+ appearances, Apr-Dec 2013, PM Location 16:30 16:45 16:45 17:00 17:00 17:15 17:15 17:30 17:30 17:45 17:45 18:00 18:00 18:15 18:15 18:30 Total A1.1.NB.1 1 0 2 1 0 0 0 2 6 A1.2.NB.1 2 4 2 4 0 0 0 0 12 A1.SB.1 5 0 2 6 3 1 4 1 22 A10.1.NB.1 0 2 1 2 0 0 1 3 9 A10.1.SB.1 4 8 5 4 1 2 1 1 26 A11.1.NB.1 2 2 4 3 0 0 3 0 14 A11.1.SB.1 0 2 0 0 0 0 2 1 5 A12.1.NB.1 4 2 8 2 2 2 0 1 21 A12.1.SB.1 11 3 3 8 6 5 2 3 41 A13.1.NB.1 13 9 13 5 3 0 1 0 44 A13.1.SB.1 4 2 0 0 2 1 0 2 11 A14.1.BI.1 14 19 9 4 7 0 1 0 54 A15.1.IB.1 2 3 1 1 5 0 0 0 12 A15.1.OB.1 0 0 0 0 0 2 0 0 2 A16.1.IB.1 3 2 2 2 1 0 0 1 11 A16.1.OB.1 14 6 24 5 1 2 1 1 54 A3.1.NB.1 9 8 9 5 2 0 0 3 36 A3.1.SB.1 10 11 1 8 4 7 2 3 46 A4.1.EB.1 0 1 2 2 0 0 1 0 6 A4.1.WB.1 1 2 1 3 0 0 1 2 10 A7.1.NB.1 2 3 1 2 3 1 2 1 15 A7.1.SB.1 1 5 0 1 0 2 3 0 12 Total 102 94 90 68 40 25 25 25 469
  • 18. Can regular vehicles indicate network performance? 1.2 1 0.8 0.6 0.4 0.2 0 -0.2 -0.4 -0.6 4/4/13 4/5/13 4/6/13 4/7/13 4/8/13 average standard score Average standard scores at A12, northbound, 0745-0830
  • 19. Vehicle lateness (A12, northbound, Wed. 8/5/13, 0745-0830)
  • 20. The problem of Churn Turnover (‘Churn’) of regular vehicles occurs due to: - Changes in vehicle ownership - Changes in job status/working conditions - Changes in home life A traffic management system using the variability in arrival rates of regular vehicles would need a constant update of the ‘regular’ drivers Churn was investigated by defining regular vehicles (standard deviation of arrival time less than 10 minutes based on more than 30 observations, 0630-0930)
  • 21. Rolling analysis period Churn investigated over rolling 4-month periods: • Period 1 (P1) = 4/4/13 to 4/8/13 • Period 2 (P2) = 4/5/13 to 4/9/13 • Period 3 (P3) = 4/6/13 to 4/10/13 • Period 4 (P4) = 4/7/13 to 4/11/13 • Period 5 (P5) = 4/8/13 to 4/12/13 • Period 6 (P6) = 4/9/13 to 4/1/14 • Period 7 (P7) = 4/10/13 to 4/2/14 • Period 8 (P8) = 4/11/13 to 4/3/14
  • 22. Rolling analysis period 30% 25% 20% 15% 10% 5% 0% 160 140 120 100 80 60 40 20 0 1 2 3 4 5 6 7 8 Percentage of vehicles Number of vehicles Number of 4-month periods in which vehicle was a regular
  • 23. Implications for network management - An additional method of monitoring issues on the network - Churn has implications for the supply of ‘regular’ vehicles - How regular do vehicles need to be to identify potential issues? - Results suggest major roads during the morning commute could be monitored in this way - Interesting scope for live monitoring of different vehicle types and CO2 footprints.