Research Article
Drivers’ Eye Movement Characteristics in a Combined Bridge-Tunnel Scenario on a Mountainous Urban Expressway: A Realistic Study
Table 1
Experiment-road information.
| Designation | Number | Length (m) | Specific location | Location | Distance (m) |
| Nanchang tunnel | T1 | 1200 | Entrance | T1-1 | 0∼50 | Intermediate | T1-2 | 400∼800 | Exit | T1-3 | 1150∼1250 |
| Caiyuanba Yangtze River bridge | B1 | 1000 | Bridge-head | B1-1 | 1300 | Intermediate | B1-2 | 1700 | Bridge-tail | B1-3 | 1900 |
| Caiyuanba ramp | R | 833 | Intermediate | R-1 | 2300 | Intermediate | R-2 | 2600 |
| Zeng-Jiayan tunnel | T2 | 2090 | Entrance | T2-1 | 2850∼2950 | Intermediate | T2-2 | 3300∼4700 | Exit | T2-3 | 5000∼5100 |
| Zeng-Jiayan Jialing River bridge | B2 | 550 | Intermediate | B2-1 | 5300 |
| Liujiatai tunnel | T3 | 2900 | Entrance | T3-1 | 5550∼5650 | Intermediate | T3-2 | 6000∼8000 | Exit | T3-3 | 8650∼8750 | 200 m after tunnel exit | T3-4 | 8900 | 500 m after tunnel exit | T3-5 | 9200 |
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