Multi-Task Seq2Seq Framework for Highway Incident Duration Prediction Incorporating Response Steps and Time Offsets
Abstract
1. Introduction
- (1)
- An end-to-end multi-task Seq2Seq model is proposed to jointly predict response steps and time offsets for multiple categories of highway incidents.
- (2)
- A pretrained BERT model is utilized to deeply encode incident report text, enabling semantic transfer and enhancement.
- (3)
- A Transformer decoder-based multi-task architecture is designed to collaboratively optimize action prediction and time regression, improving incident duration prediction performance.
2. Materials and Methods
2.1. Data Description
2.2. Text Data Preprocessing
2.3. Multi-Task Seq2Seq Model Architecture
2.3.1. BERT Encoder
2.3.2. Transformer Decoder
- Masked multi-head self-attention explicitly captures temporal dependencies among previously generated actions, enabling inference of subsequent steps;
- Multi-head cross-attention aligns action prediction with key semantic features extracted by the BERT encoder, establishing a mapping between textual semantics and response decisions;
- A position-wise feedforward network applies nonlinear transformation to extract features relevant to the current action and provide stable representations for both action embedding and time offset prediction.
2.3.3. Multi-Task Learning for Action Prediction and Time Offset Regression
3. Results and Discussion
3.1. Experimental Environment and Configuration
- CPU: Intel(R) Xeon(R) Silver 4215R @ 3.20 GHz.
- GPU: NVIDIA GeForce RTX 3090.
- Programming Language: Python 3.12.
- Deep Learning Framework: PyTorch v2.5.
- Transformer Library: v4.46.
3.2. Performance Evaluation
- Total duration prediction paradigm: Large language model fine-tuning, pretrained regression models, and temporal gated models. These models directly learn the mapping between input text and the overall incident duration.
- Process-level prediction paradigm (ablation baseline): A standard Seq2Seq model designed to verify the effectiveness of the proposed module components.
- Low-rank adaptation (LoRA)-tuned large language model (LLM): Based on GLM4-9B-Chat, the model was fine-tuned using a corpus constructed from incident type and alert description to learn the correspondence between response steps and incident context.
- BERT-based regression model: A pretrained BERT encoder converted the concatenated incident type and alert description into a dense vector representation, followed by a regression layer to estimate incident duration.
- BERT + GRU model: Textual features extracted by BERT were combined with time offset sequences and fed into a GRU temporal module to capture sequential dependencies and generate the final regression value through a fully connected layer.
- Standard Seq2Seq model (ablation baseline): This model retained the same BERT encoder and Transformer decoder architecture as the proposed model but removed the response-step-aware time prediction module. The decoder directly regressed time offsets using hidden states at each step, without explicitly modeling the attention-based interaction between action indices and contextual representations.
3.3. Discussion
3.4. Performance Comparison Across Incident Types
4. Conclusions
5. Limitations
6. Future Work
Supplementary Materials
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A. Robustness and Statistical Significance Analyses
Appendix A.1. Rationale for Baseline and Metric Selection
Appendix A.2. Stratified 5-Fold Cross-Validation Protocol
| Model | RMSE | MAE | MAPE (%) | MedAE | SMAPE (%) |
|---|---|---|---|---|---|
| BERT + GRU | 23.16 ± 0.12 | 18.87 ± 0.31 | 51.05 ± 2.99 | 16.73 ± 0.81 | 38.75 ± 0.84 |
| Standard Seq2Seq | 24.55 ± 0.97 | 19.53 ± 0.79 | 48.56 ± 2.85 | 15.57 ± 0.90 | 52.24 ± 2.78 |
| Proposed Multi-Task Model | 18.09 ± 0.46 | 14.68 ± 0.31 | 37.18 ± 0.49 | 13.35 ± 0.27 | 34.15 ± 1.28 |
Appendix A.3. Paired Bootstrap Significance Analysis
| Comparison | ΔRMSE (Mean, 95% CI) | ΔMAE (Mean, 95% CI) | ΔMAPE (Mean, 95% CI) (%) | ΔMedAE (Mean, 95% CI) | ΔSMAPE (Mean, 95% CI) (%) |
|---|---|---|---|---|---|
| BERT + GRU vs. Proposed | 5.06 [3.15,7.11] | 4.28 [2.46,6.26] | 14.82 [11.68,21.66] | 3.42 [0.89,5.68] | 4.98 [1.86,9.06] |
| Standard Seq2Seq vs. Proposed | 6.35 [5.01,7.99] | 4.68 [3.39,6.13] | 12.08 [8.67,15.70] | 2.29 [0.88,4.93] | 17.77 [14.05,21.57] |
Appendix B. Alignment-Based Step- and Sequence-Level Evaluation
Appendix B.1. Motivation
Appendix B.2. Similarity Function: ROUGE-L F1 at Step Level
Appendix B.3. Dynamic Programming Alignment
- Matching score between and : .
- Gap operation (unmatched predicted/ground-truth step): constant penalty (set to in our experiments).
Appendix B.4. Metrics Derived from Alignment
Appendix B.5. Results and Discussion
| Model | Mean_StepAccuracy (SA) | Mean_StepPrecision (SP) | Mean_StepF1 | Mean_SeqAccuracy_Strict | Avg_Pred_Len | Avg_True_Len | |
|---|---|---|---|---|---|---|---|
| Standard Seq2Seq | 1.00 | 0.555 | 0.576 | 0.560 | 0.087 | 4.583 | 4.873 |
| 0.95 | 0.569 | 0.590 | 0.574 | 0.105 | 4.583 | 4.873 | |
| 0.90 | 0.628 | 0.654 | 0.635 | 0.149 | 4.583 | 4.873 | |
| 0.85 | 0.666 | 0.692 | 0.673 | 0.174 | 4.583 | 4.873 | |
| 0.80 | 0.695 | 0.724 | 0.703 | 0.207 | 4.583 | 4.873 | |
| 0.75 | 0.724 | 0.755 | 0.733 | 0.236 | 4.583 | 4.873 | |
| 0.70 | 0.741 | 0.774 | 0.750 | 0.250 | 4.583 | 4.873 | |
| Proposed Multi-Task Model | 1.00 | 0.551 | 0.559 | 0.550 | 0.112 | 4.736 | 4.873 |
| 0.95 | 0.566 | 0.574 | 0.565 | 0.134 | 4.736 | 4.873 | |
| 0.90 | 0.625 | 0.634 | 0.624 | 0.167 | 4.736 | 4.873 | |
| 0.85 | 0.658 | 0.668 | 0.658 | 0.181 | 4.736 | 4.873 | |
| 0.80 | 0.690 | 0.701 | 0.689 | 0.199 | 4.736 | 4.873 | |
| 0.75 | 0.723 | 0.735 | 0.722 | 0.217 | 4.736 | 4.873 | |
| 0.70 | 0.747 | 0.758 | 0.746 | 0.243 | 4.736 | 4.873 |
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| Subtypename | Alertdescribe | Ownerreport |
|---|---|---|
| Traffic Accident | At 20:30, on the Pingluo Expressway, in the direction from Pingyuan Street to Suolong Temple (between Asanlong Station and Suolong Temple Station), inside Yingzuiyan Tunnel No.1 at K1173+894, a truck overturned after a single-vehicle crash. A car failed to avoid the overturned vehicle and rear-ended it. Four occupants suffered no injuries. The overtaking lane was occupied, but traffic was not interrupted. | After discovering the crash, traffic police and tunnel management staff were already handling the scene. At 20:32, rescue and road administration departments were notified to head to the site; at 20:40, the management office reported to the Group Emergency Command Center; at 21:46, the rescue team arrived and began cargo removal; at 23:55, the incident was handled and traffic resumed. |
| Congestion Event | At 17:00, on the Anchang Expressway, in the direction from Chuxiong to An’ning, between K2324+000 and K2322+000 (from Dinosaur Valley to Changtian Station section), heavy traffic caused slow movement and congestion for approximately 2 km. | After congestion was detected via surveillance video, at 17:00, the traffic police were notified to implement traffic control measures; at 17:04, the management office immediately reported to the Group Emergency Command Center; at 20:25, traffic flow returned to normal. |
| Hyperparameter | Value | Hyperparameter | Value |
|---|---|---|---|
| Pretrained Model | bert-base-chinese | Teacher forcing rate | 0.5 |
| Optimizer | Adam | Max generation length | 20 |
| Learning rate | 1 × 10−4 | Encoder hidden size | 768 |
| Batch size | 8 | Decoder layers | 3 |
| Epochs | 15 | Attention heads | 8 |
| Dropout rate | 0.1 | Gradient clipping | 1.0 |
| Layer | Operation | Input Dim. | Output Dim. | Activation/Regularization |
|---|---|---|---|---|
| Feature Fusion Layer | Linear | ReLU | ||
| Hidden Layer 1 | Linear | ReLU + Dropout(0.2) | ||
| Hidden Layer 2 | Linear | ReLU + Dropout(0.1) | ||
| Output Layer | Linear | 1 | / |
| Model | RMSE | MAE | MAPE | MedAE | SMAPE | BLEU-4 | ROUGE-L |
|---|---|---|---|---|---|---|---|
| LoRA-tuned LLM | 42.31 | 33.59 | 87.24% | 30.00 | 53.98% | 60.24% | 82.22% |
| BERT-based Regression | 25.37 | 19.37 | 44.98% | 14.47 | 38.97% | N/A * | N/A * |
| BERT + GRU | 23.16 | 18.87 | 51.18% | 16.53 | 38.14% | N/A * | N/A * |
| Standard Seq2Seq | 24.29 | 19.34 | 48.65% | 15.50 | 51.25% | 64.55% | 81.11% |
| Proposed Multi-Task Model | 18.05 | 14.69 | 37.13% | 13.23 | 33.55% | 62.33% | 82.04% |
| Category | Content |
|---|---|
| Input Information | Incident Type: Traffic Accident Alert Description: At 19:35, on the Anchang Expressway in the direction from Chuxiong to Anning, at K2288000 (between Anfengying Station and Caopu Station), a truck and a car were involved in a rear-end collision, occupying the driving lane in the Chuxiong-to-Anning direction. No injuries were reported and traffic was not interrupted. |
| Ground Truth Process | 1. After discovering the crash (+0 min) 2. Notify traffic police, road administration, and rescue departments to head to the scene (+0 min) 3. The management office immediately reports to the Group Emergency Command Center (+9 min) 4. Traffic police and rescue units arrive at the scene (+35 min) 5. Towing and clearance conducted by closing the driving lane (+36 min) 6. Incident resolved and traffic resumed (+52 min) Actual Total Duration: 52 min |
| Model Prediction | 1. After discovering the crash (+0.76 min) 2. Notify traffic police, road administration, and rescue departments (+1.34 min) 3. The management office immediately reports to the Group Emergency Command Center (+7.57 min) 4. Traffic police arrive at the scene (+11.70 min) 5. Rescue units arrive at the scene (+15.89 min) 6. Towing operation by closing the overtaking lane (+26.39 min) 7. Incident resolved and traffic resumed (+56.54 min) Predicted Total Duration: 56.54 min |
| Incident Type | RMSE | MAE | MAPE | MedAE | SMAPE | BLEU-4 | ROUGE-L |
|---|---|---|---|---|---|---|---|
| Traffic Accidents | 17.00 | 13.98 | 38.24% | 13.33 | 34.53% | 64.16% | 82.23% |
| Mechanical Failures | 16.09 | 13.09 | 33.11% | 11.23 | 31.15% | 55.15% | 75.58% |
| Congestion Events | 24.54 | 20.31 | 34.85% | 18.26 | 30.42% | 87.62% | 86.11% |
| All Incident Types | 18.05 | 14.69 | 37.13% | 13.23 | 33.55% | 62.33% | 82.04% |
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Share and Cite
Fan, F.; Hao, J.; Fu, X. Multi-Task Seq2Seq Framework for Highway Incident Duration Prediction Incorporating Response Steps and Time Offsets. Vehicles 2026, 8, 5. https://doi.org/10.3390/vehicles8010005
Fan F, Hao J, Fu X. Multi-Task Seq2Seq Framework for Highway Incident Duration Prediction Incorporating Response Steps and Time Offsets. Vehicles. 2026; 8(1):5. https://doi.org/10.3390/vehicles8010005
Chicago/Turabian StyleFan, Fengze, Jianuo Hao, and Xin Fu. 2026. "Multi-Task Seq2Seq Framework for Highway Incident Duration Prediction Incorporating Response Steps and Time Offsets" Vehicles 8, no. 1: 5. https://doi.org/10.3390/vehicles8010005
APA StyleFan, F., Hao, J., & Fu, X. (2026). Multi-Task Seq2Seq Framework for Highway Incident Duration Prediction Incorporating Response Steps and Time Offsets. Vehicles, 8(1), 5. https://doi.org/10.3390/vehicles8010005

