copyright © 2004 bolton institute john parkin principal lecturer bolton institute determination and...
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Copyright © 2004 Bolton InstituteCopyright © 2004 Bolton Institute
John ParkinPrincipal Lecturer
Bolton Institute
Determination and measurement of factors which influence propensity to cycle
to work
Copyright © 2004 Bolton InstituteCopyright © 2004 Bolton Institute
District level variation incycle use –
1991
Proportion using the bicycle for the journey to work from the 1991 census
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Overall census journey to work proportion by bicycle
1981 1991 2001
England 4.11% 3.21% 3.11%
Wales 1.59% 1.41% 1.53%
Scotland 1.44% 1.36% 1.53%
Great Britain
3.76% 2.97% 2.89%
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Districts with more than 8% cycle mode share
2001 District Name and Code 2001 % cyclists 1991 % cyclists 1981 % cyclists
12UB Cambridge 28.34% 26.06% 27.61%
38UC Oxford 16.22% 16.26% 20.25%
15UH Isles of Scilly 15.59% 15.04% 6.58%
00FF York UA 13.06% 17.93% 20.98%
00FA Kingston upon Hull, UA 12.32% 12.69% 15.07%
24UF Gosport 11.44% 14.45% 14.70%
32UB Boston 11.13% 14.31% 18.91%
33UG Norwich 9.37% 9.75% 12.98%
42UH Waveney 9.27% 11.54% 16.60%
00JA Peterborough UA 8.33% 10.76% 13.83%
00FC North East Lincolnshire UA 8.19% 8.54% 11.84%
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Districts with 1% point increase or more
2001 District Name and Code 2001 % cyclists
1991 % cyclists
1981 % cyclists
2001-1991
00AM Hackney 6.83% 4.03% 2.56% 2.81%
12UB Cambridge 28.34% 26.06% 27.61% 2.28%
00HB Bristol; City of UA 4.94% 3.30% 3.21% 1.64%
00AU Islington 5.15% 3.52% 2.59% 1.63%
00MC Reading UA 4.44% 2.83% 3.98% 1.61%
00AN Hammersmith and Fulham 5.21% 3.80% 3.89% 1.41%
00AY Lambeth 4.47% 3.06% 2.49% 1.41%
18UC Exeter 4.84% 3.44% 4.07% 1.40%
00AG Camden 4.10% 2.78% 2.52% 1.32%
39UD Oswestry 2.94% 1.75% 5.94% 1.19%
00ML Brighton and Hove UA 2.97% 1.82% 1.53% 1.15%
00BJ Wandsworth 4.22% 3.07% 3.12% 1.14%
00BE Southwark 3.98% 2.89% 2.21% 1.10%
00FY Nottingham UA 3.93% 2.93% 2.96% 1.00%
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Waldman’s research
• Waldman (1977) undertook the first aggregate analysis of cycle trip making.
• He demonstrated that hilliness and danger are important factors.
Type of borough
Predicted cycle level
Example boroughs
Actual cycle levels
HILLY and
SAFE4% Matlock
Worsley
Bodmin
4%
4%
6%
FLAT and
DANGEROUS6% Hammersmith
Liverpool
Barking
5%
3%
9%
HILLY and DANGEROUS
0% Sheffield
Plymouth
Burnley
1%
2%
2%
FLAT and
SAFE43% Goole
Newark
Cambridge
52%
42%
36%
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Risk research studies
• Waldman recommended that measures be developed for accident risk that can be related to traffic and road features.
• Mathew (1995) used Waldman’s model: significant increases in cycling would occur if danger were halved.
• Landis et al. (1997) used responses from cyclists cirumnavigating a pre-determined circuit.
• Guthrie et al. (2001) undertook similar research in the UK to determine what were termed “cyclability” factors.
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Overview of modelling
Risk rating survey (primary data)
Census, transport and physical factor data
(secondary data)
Non-linear regression analysis
of ratings data
Logit model analysis of ratings data using
threshold of acceptability
Analysis of 8850 wards with %JTWB as
dependent variable
Analysis of 1117 wards with %JTWB as
dependent variable
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The video based technique
• “Real life” is time consuming and will limit the variety of environments exposed to respondents.
• Video has the following advantages:
1. Respondent senses movement in traffic.2. Respondent will feel and think from the cyclists’
point of view.3. Respondent will feel physically close to traffic.4. Respondent will look ahead and consider developing
road situation from cyclists’ point of view.
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The survey instrumentThe principal questions asked of the respondents are:
1. How do you rate risk to you from traffic?
2. How do you rate threats to you from sources other than traffic?
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Developments through the pilot
• A pre-pilot grouped 20 video clips into journeys comprising 4 clips each.
• Methodology abandoned: respondent memory problems.
• A pilot showed each of the 20 clips individually.
• Results of the correct order: BUT CANNOT BUILD ROUTES.
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The full survey methodology
• Junctions represent the “punctuation marks” in the “sentence length” of the route; it is crucial to understand the relationship between the two.
• New methodology:1. Respondent’s home to work journey2. Vary this by addition and removal of junctions
and substitution of route lengths
5 mins 7 mins 15 mins
3 mins
Traffic lights, no facilities right turn J4
Rbt, with facilities straight on J5
Busy road into town –R7
Traffic calmed road R3
Residential road – R2 Town centre –
R8
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Respondent characteristics (n=144)
Cyclist Type Cycling frequency
Description % Bands %
Can cycle but do not 61.8 Never cycle 35.4
Leisure cyclist 16.7 Occasional holiday times / weekends
38.9
Commuter / utility cyclist
8.3 1 – 3 times per month
5.6
Cycle tourist 2.1 1 – 2 times per week 6.9
Sports cyclist 0.0 2+ times per week 13.2
Mixture of types 11.1
Total 100.0 Total 100.0
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Sources of variability in the data
• Clues from worded descriptions
• Scale points too coarse / linear:non-linear
• Too large a rating change on an addition/removal/substitution
• Not rating the clips they were viewing and assuming different traffic conditions
• Obtuse / tired / too difficult or other bias
• Risk Rating versus Personal Security Rating indistinct
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Rating scale response shapes
0
5
10
Z
RR
0
5
10
Z
RR
0
5
10
Z
RR
0
5
10
Z
RR
0
5
10
Z
RR
RR
0
5
10
Z
RR
Linear Logisitc Gompertz
Asymptotic to 10 Asymptotic to 1 Weibull
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Non-linear modelling
• Phase 1: investigate response shapes using dichotomous variables for presence of route or junction
• Phase 2: add in variable for time on route and number of junctions traversed
• Phase 3: investigate and eliminate spurious respondents and variables
• Phase 4: add in variables for cyclist regularity, sex and age
• Phase 5: further modelling with Gompertz looking at interaction effects
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Some overall findings
• Respondents rated traffic free situations as less risky, roundabouts add risk, not true for signals
• Regularity of cycling, age and sex interact with journey variables
• Threats from sources other than traffic included:
Pedestrians, children, parked cars, animals, gully gratings, other ironworks and potholes and the state of the road.
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Main Model functional form
Model of the form: )1( iZe
SRR
0.0
0.2
0.4
0.6
0.8
1.0
1.2
Saturation level at 100%
Saturation level at 45%
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Main Model functional form
%JTWB = fn {age,
car ownership,SEC,ethnicity,distance,highway defects score,network density,hilliness,rainfall,mean temperature}
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So what….? and where to…..?
• Rating scale use is complex, essential to understand.
• Individual’s threshold levels are a useful guide to acceptability of cycling to create a district wide measure.
• Many complex interactions of person type and journey type.
• More work on the main model (8850 wards) and the main sub-model (1117 wards) using the outcome from the acceptability of cycling model
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John ParkinBolton Institute