The study aims to quantify how people make trade-offs to avoid junctions by taking additional time along routes with and without cycle facilities in the UK context. A video based stated preference survey and analysis is undertaken to investigate how people feel approaching junctions, determine the relative importance of the features of junctions, determine how cycle facilities compensate the exposure of right turn risks at junctions at the cost of additional time and identify the person type factors that also influence choice. Primary data is used for the study. The survey work for the primary data constituted a major part of the study.

6.      Time   Risk  Traffic    Parkin (2004)  Abraham, McMillan, Brownlee & Hunt (2000)   Ortuzer, Iacobelli & Valeze (2000)  Wardman, Page, Tight & Sui (2000)    Sui, Wardman, Page & Tight (2000)  Wardman, Hatfield & Page (1997)   Hopkinson & Wardman (1996)  Bovy & Bradley (1985)   Waldman (1977) Person type Facility Hilliness Danger Previous works

10. Grouping of video clips Source: Parkin (2004) Note: Clips, numbers coloured, were used in the survey 39 Back street 6, 8, 10 , 28, 31, 32, 36, 37 No cycle facility 19, 20, 49, 50 , 51, 54 Cycle lane 31 Priority 6, 19, 32, 36, 51 Straight on 18 Bus lane 6, 8 , 19, 20 Signalised junction 8, 20, 31, 37 , 50 Right turn 38 Res. street 32, 36, 37 , 50 , 51 Roundabout Clips Types Clips Types Clips Types Turns Facilities Junctions

18. Model results (p/1) Contd. (T-ratio in brackets) -0.7059 (-2.5) - -0.7235 (-2.6) - -0.6968 (-2.6) - Bus Lane (DBL) - -0.06715 (-2.5) - -0.0686 (-2.5) - -0.06617 (-2.5) Time + Bus Lane (TIBL) -0.7713 (-7.6) -0.7519 (-7.5) -0.7612 (-7.6) -0.741 (-7.4) -0.7315 (-7.5) -0.7121 (-7.4) Time + no Facility ( TIRNF) 3.886 (7.3) 3.803 (7.1) 3.744 (7.1) 3.659 (6.9) 3.376 (7.3) 3.294 (7.1) Constant 0.2051 0.2047 0.1937 0.1931 0.1677 0.1671 Rho-sq (C) -178.7253 -178.8208 -181.2982 -181.432 -187.143 -187.2676 LL (F) 331 331 331 331 331 331 Observations Facility Time Facility Time Facility Time Multipl. model Additive model Base model Items

19. Model results (p/2) Note: 1. RTS – Right turn at signal (T-ratio in brackets) 1.369 (2.5) 1.369 (2.5) NCO*RTS -1.378 (-2.4) -1.384 (-2.5) YOUNG*RTS 1 -0.6833 (-3.8) -0.6848 (-3.8) -0.8862 (-3.1) -0.8846 (-3.1) No car owner cyclists (NCO) 0.8689 (2.5) 0.8753 (2.5) - - YOUNG - - 0.5351 (2.0) 0.5341 (2.0) Urban cyclists (URB) Facility Time Facility Time Facility Time Multi. model Additive model Base model Item

20. Rho squared Constant in models Model results (p/3) 18.74 0.2051 0.2524 17.23 0.2047 0.2473 Multiplicative 8.76 0.1937 0.2123 9.17 0.1931 0.2126 Additive 4.28 0.1677 0.1752 4.79 0.1671 0.1755 Base Drop (%) Final Initial Drop (%) Final Initial Facility Time Models -2.17 3.886 3.972 -1.58 3.803 3.864 Multiplicative 5.17 3.744 3.56 7.97 3.659 3.389 Additive 1.63 3.376 3.322 4.34 3.294 3.157 Base Pick up (%) final initial Pick up (%) final initial Facility Time Models

24. Thank you!!