Open-loop (OL) to closed-loop (CL) gap (OL-CL gap) exists when OL-pretrained policies scoring high in OL evaluations fail to transfer effectively in closed-loop (CL) deployment. In this paper, we unveil the root causes of this systemic failure and propose a practical remedy. Specifically, we demonstrate that OL policies suffer from Observational Domain Shift and Objective Mismatch. We show that while the former is largely recoverable with adaptation techniques, the latter creates a structural inability to model complex reactive behaviors, which forms the primary OL-CL gap. We find that a wide range of OL policies learn a biased Q-value estimator that neglects both the reactive nature of CL simulations and the temporal awareness needed to reduce compounding errors. To this end, we propose a Test-Time Adaptation (TTA) framework that calibrates observational shift, reduces state-action biases, and enforces temporal consistency. Extensive experiments show that TTA effectively mitigates planning biases and yields superior scaling dynamics than its baseline counterparts. Furthermore, our analysis highlights the existence of blind spots in standard OL evaluation protocols that fail to capture the realities of closed-loop deployment.
Figures & tables
Figure 1: Motivation. (a) : Open-loop (OL) train-test paradigms do not necessarily align with the objectives and evaluation metrics in closed-loop (CL) deployment; (b) : This mismatch results in significant performance discrepancies, characterized by decaying correlation and diverging scaling dynamics; (c) : We attribute this OL-CL gap to observational domain shift and objective mismatch .
Name
Closed-loop
Long-term Simulation
MV-Consistency
TF-Consistency
Supported Maps
Supported Traffic Modes
NAVSIM [ 3 , 2 ]
×
×
✓
✓
nuPlan
Log-replay
Bench2Drive [ 6 ]
✓
✓
✓
✓
CARLA
IDM
DriveArena [ 27 ]
✓
✓
×
×
nuScenes
Log-replay
HUGSIM [ 28 ]
✓
✓
✓
×
nuScenes, Waymo, KITTI-360, PandaSet
Log-replay, IDM, Adversarial
BridgeSim (ours)
✓
✓
✓
✓
CARLA, Waymo, nuScenes, nuPlan, PG
Log-replay, IDM, Adversarial
Table 1: Comparisons with other E2E open-loop and closed-loop benchmarks. MV-Consistency: multi-view temporal consistency, TF-Consistency: Traffic elements annotations consistency. PG: procedural map and behavior generation. See Appendix B for more details of BridgeSim platform.
Figure 2: Empirical Study on Observational Domain Shift. (a) : Flow-matching procedure for observational calibration; (b) : Calibration effects on OL and CL metrics. See Appendix D.2 for experimental details.
Figure 3: Empirical Study on Objective Mismatch. (a) : Compounding execution error of J(π) w.r.t. execution horizon k ; (b) : J(π) under CL and OL objectives, where the divergence between these curves constitutes the objective mismatch gap ( Δobj ); (c) : OL-CL Pearson correlation under different traffic modes w.r.t. simulation horizon T . See Appendix D.3 for experimental details.
Figure 4: Test-time Policy Adaptation. (a) : Truncated Q-value estimator selects safe planned trajectories during closed-loop execution; (b) : Adaptive replan preserves previously verified planned trajectories if the newly proposed trajectory doesn’t obtain higher Q-values; (c) : Test-time scaling dynamics between biased (baseline) and truncated Q-value estimators (TTA).
Figure 5: Improvements of proposed TTA framework. (a): Performance gain under different simulation horizons on BridgeSim-NavHard scenarios; (b): Performance gain under different log-replay domains; (c): Component analysis of TTA framework.
Model
IDM
Safety-Critical
DS
EPDMS
RC
NC
DAC
TTC
LK
DS
EPDMS
RC
NC
DAC
TTC
LK
DiffusionDrive
45.30
72.95
59.93
95.41
85.47
89.73
89.83
38.68
68.16
54.77
93.62
83.86
84.97
90.71
DiffusionDriveV2
31.94
65.43
45.85
94.57
82.09
89.10
85.42
28.17
61.45
43.50
93.15
80.78
85.72
85.81
RAP
60.02
76.85
77.20
97.68
88.84
93.07
78.16
51.83
70.88
71.22
95.03
88.16
86.37
78.26
TTA (DiffusionDrive)
62.68 +17.4
84.36
72.28
96.85
95.63
91.57
92.43
55.02 +16.3
78.95
67.92
94.73
95.21
86.64
91.30
TTA (DiffusionDriveV2)
53.96 +22.0
77.47
67.89
96.08
90.53
89.46
89.98
47.64 +19.5
71.66
65.91
93.54
89.16
84.23
90.11
Table 2: Performance comparisons with different reactive traffic modes. Note that TTA improves key closed-loop metrics such as NC , TTC , and RC , resulting in overall higher DS . See Appendix D.4 for complete sub-metric scores.
Appendix figures & tables7 assets
Supplementary material from the paper’s appendix.
Appendix
Figure 6: Illustration of BridgeSim Platform. BridgeSim supports unified closed-loop simulation of policies pretrained from any other simulators, enabling us to perform rigorous decomposition analysis.
Metric
Description
Critical Constraints ( C )
No At-Fault Collisions ( NC )
Ego polygon Pego must not intersect any replayed object polygons Pobj .
Drivable Area Compliance ( DAC )
Entire horizon must satisfy Pego⊂Mdrivable within the HD map.
Traffic Light Compliance ( TLC )
Agent cannot cross stop lines associated with red light states.
Driving Direction Compliance ( DDC )
Heading deviation ∣θego−θlane∣ must remain within ±π/2 .
Quality Features ( F )
Appendix
Table 3: Descriptions of subscores of EPDMS .
Model
Pretrained Sim
DS
EPDMS
RC
NC
DAC
DDC
TLC
TTC
LK
HC
EC
Human Expert
N/A
91.14
91.96
98.86
98.18
99.23
99.76
98.62
94.55
90.22
99.10
71.44
UniAD (CVPR’23)
Bench2Drive
31.00
57.55
55.25
93.15
71.75
99.76
99.61
81.13
97.70
74.25
30.04
VAD (ICCV’23)
Bench2Drive
26.25
57.60
46.76
93.29
71.22
99.76
99.68
82.31
98.67
71.13
27.67
DiffusionDrive (CVPR’25)
NAVSIM
43.29
69.70
61.30
95.38
81.48
99.76
98.81
87.47
91.57
91.64
39.02
DiffusionDriveV2 (arXiv)
NAVSIM
29.81
62.01
45.85
93.48
79.75
99.76
98.83
86.93
84.11
71.38
20.62
RAP (ICLR’26)
NAVSIM
52.08
72.41
70.74
95.63
85.24
99.76
99.18
88.14
84.69
92.84
48.91
Appendix
Table 4: Quantitative comparison of E2E driving policies evaluated on BridgeSim-NavHard. All results are reported with a replan rate of 5 and a simulation horizon of 8 seconds. We use rr=5 to align with the temporal discretization commonly used for training on NAVSIM/OpenScene, where the dataset is provided at 2 Hz (i.e., Δt=0.5s ).
Figure 7: Visualization of observation pairs in source and target domains.
Figure 8: Qualitative analysis of simulation artifacts in DriveArena: multi-view incoherence (left) and temporal instability (right). Red boxes highlight inconsistencies that lead to policy failures or metric distortion.
Figure 9: Qualitative analysis of reconstruction artifacts and ghosting effects in HUGSIM. Red boxes highlight inconsistencies.
Model
IDM
Safety-Critical
DS
EPDMS
RC
NC
DAC
DDC
TL
TTC
LK
HC
EC
DS
EPDM
RC
NC
DAC
DDC
TL
TTC
LK
HC
EC
DiffusionDrive
45.30
72.95
59.93
95.41
85.47
100.00
98.36
89.73
89.83
92.31
40.82
38.68
68.16
54.77
93.62
83.86
100.00
98.36
84.97
90.71
89.56
39.13
DiffusionDriveV2
31.94
65.43
45.85
94.57
82.09
100.00
98.23
89.10
85.42
74.52
22.99
28.17
61.45
43.50
93.15
80.78
100.00
98.30
85.72
85.81
70.99
21.68
RAP
60.02
76.85
77.20
97.68
88.84
100.00
98.49
93.07
78.16
94.49
53.84
51.83
70.88
71.22
95.03
88.16
100.00
98.58
86.37
78.26
90.22
50.53
TTA (DiffusionDrive)
62.68 +17.4
84.36
72.28
96.85
95.63
100.00
98.98
91.57
92.43
87.95
40.13
55.02 +16.3
78.95
67.92
94.73
95.21
100.00
98.76
86.64
91.30
83.65
37.11
TTA (DiffusionDriveV2)
53.96 +22.0
77.47
67.89
96.08
90.53
100.00
99.43
89.46
89.98
85.46
29.90
47.64 +19.5
71.66
65.91
93.54
89.16
100.00
99.07
84.23
90.11
81.73
27.49
Appendix
Table 5: Performance comparisons with different reactive traffic modes with complete sub-metric scores.