High frequency pedestrian motion forecasting when interacting with autonomous vehicles (AVs) can be enhanced through the use of behavioural frameworks, such as discrete choice models, that can explicitly account for correlation among similar movement alternatives. We formulate the pedestrian next step choice as a spatial discrete choice defined by a grid of speed adjustment and heading change. Using naturalistic pedestrian-AV encounters from nuScenes and Argoverse 2 (1 sec decision interval), we estimate a multinomial logit baseline and four spatial generalized extreme value (GEV) specifications (SCL, GSCL, SCNL, and GSCNL). We then compare them to a residual neural network logit (ResLogit) model that learns cross alternative effects while retaining an interpretable linear utility component. Across the evaluated data, spatial GEV structures yield only marginal improvements over multinomial logit, whereas ResLogit achieves a substantially better fit and produces behaviourally coherent errors concentrated among neighbouring grid cells. The results suggest that in dense, high frequency spatial choice sets, learning based residual corrections can capture proximity induced correlation more effectively than analyst specified GEV nesting structures, while maintaining interpretability.
Figures & tables
Figure 1: Pedestrian spatial choice set grid.
Argoverse 2
nuScenes
Total decision steps (raw)
1133
2170
Excluded steps (outside grid or final step)
270
340
Processed decision steps (valid 1–9)
863
1830
Choice 1
65
180
Choice 2
55
222
Choice 3
92
136
Table 1: Observed movement choice counts before and after filtering to the defined 3×3 grid.
Model
Idec
Iacc
Iturn
FCRP
RCRP
1/D
ddist
ddir
α
λ
ResLogit
✓
✓
✓
✓
✓
✓
✓
✓
MNL
✓
✓
✓
✓
✓
✓
SCL
✓
✓
✓
✓
✓
✓
✓
✓
GSCL
✓
✓
✓
✓
✓
✓
✓ a
✓
SCNL
✓
✓
✓
✓
✓
✓
✓
✓ b
GSCNL
✓
✓
✓
✓
✓
✓
✓ c
✓ b
Table 2: Model components included in each specification.
Symbol
Definition
Iidec
Indicator for deceleration alternatives (grid row: decelerate).
Iiacc
Indicator for acceleration alternatives (grid row: accelerate).
Iiturn
Indicator for turning alternatives (left or right cones).
Dt
AV–pedestrian distance at decision step t (specified as 1/Dt ).
FCRP t
Front collision risk proximity at decision step t (front intensity scaled by 1+CTTCt ).
RCRP t
Rear collision risk proximity at decision step t (rear intensity scaled by 1+CTTCt ).
Table 3: Definitions of model variables and parameters.
Model
k
LL
Mean LL
AIC
MNL
6
-3,971.8760
-2.14696
7,955.75
SCL
7
-3,957.7975
-2.13935
7,929.60
GSCL
8
-3,953.9680
-2.13728
7,923.94
SCNL
8
-3,957.7050
-2.13930
7,931.41
GSCNL
9
-3,955.4295
-2.13807
7,928.86
ResLogit
8
-3,175.2334
-1.71634
6,366.46
Table 4: Model fit on the estimation sample (original train set, N=1,850 ).
Figure 2: Confusion matrices for the spatial GEV models using maximum probability (MaxP) predictions.
College of Computer Science, Chongqing University, Chongqing, China · Department of Software Engineering, Daffodil International University, Dhaka, Bangladesh