Research Article
Conflict Probability Prediction and Safety Assessment of Straight-Left Traffic Flow at Signalized Intersections
Table 4
Comparison of conflict number between SSAM and SICP model.
| Cell coordinate | SSAM | SICP |
| (−2, 2.5) | 60 | 59 | (−2.5, 2) | 69 | 62 | (−1.5, 1.5) | 74 | 62 | (3.5, −4.5) | 0 | 0 | (0, 5) | 4 | 2 | (5, 2) | 1 | 1 | (−3.5, 1.5) | 66 | 59 | (4.9, −2.5) | 0 | 0 | (−5, −2) | 0 | 0 | (−6, 1.5) | 51 | 52 | (−2,2) | 64 | 62 | (3, 5) | 2 | 1 | (5, 1.8) | 7 | 8 | (4.7, −3) | 0 | 0 | (3, 3) | 8 | 7 | (2, 1.5) | 6 | 8 |
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