Table 5.

Results of GLMMs explaining variation in hare–vehicle collision points and random points without collisions in the study area.

Model	k	AICc
Tf − Dc + Em + Lh	5	811.473
Tf − Dc + Em + Sl + Lh	6	817.349
Tf − Dc + Em + Sl + Lh	6	820.819
Tf − Dc + Em + Sl + Lh	6	868.006
Tf − Dc + Em + Sl + Lh	6	868.390
Tf − Dc + Em + Sl + Lh	6	907.247
Em + Lh	3	912.662
Tf − Dc + Em + Sl + Lh	6	924.308
− Dc + Em + Lh	4	1021.632
Null	1	1172.020

Tf traffic volume, Dc distance to nearest cross, Em presence of embankment, Sl speed limit, Lh landscape heterogeneity, k number of parameters, AICc Akaike information criterion corrected for small sample sizes.