Research Article
A Flexible Bridge Rating Method Based on Analytical Evidential Reasoning and Monte Carlo Simulation
Table 2
Bridge elements and weights used in New York BMS.
| | 
 |  | Elements | Weights | Normalized weights |  | 
 |  | 1. Bearing | 6 | 0.083 |  | 2. Backwalls | 5 | 0.069 |  | 3. Abutments | 8 | 0.111 |  | 4. Wingwalls | 5 | 0.069 |  | 5. Bridge seats | 6 | 0.083 |  | 6. Primary members | 10 | 0.139 |  | 7. Secondary members | 5 | 0.069 |  | 8. Curbs | 1 | 0.014 |  | 9. Sidewalks | 2 | 0.028 |  | 10. Deck | 8 | 0.111 |  | 11. Wearing surface | 4 | 0.056 |  | 12. Piers | 8 | 0.111 |  | 13. Joints | 4 | 0.56 |  | 
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