Research Article
Cross-Comparison and Calibration of Two Microscopic Traffic Simulation Models for Complex Freeway Corridors with Dedicated Lanes
Table 3
Calibration of freeway flows under GEH criterion.
| | Freeway: 5-min flows of SR-99 Northbound |
| | Criterion 1: GEH |
| Detector Location
(post-mile) | Target | AIMSUN | MOTUS | | % Met | Target Met? | % Met | Target Met? |
| | 287.3 | GEH < 5 for > 85% of k | 100% | Yes | 94.67% | Yes |
| | 287.6 | GEH < 5 for > 85% of k | 97.92% | Yes | 91.78% | Yes |
| | 289.3 | GEH < 5 for > 85% of k | 98.65% | Yes | 93.78% | Yes |
| | 289.4 | GEH < 5 for > 85% of k | 98.54% | Yes | 94.44% | Yes |
| | 290.0 | GEH < 5 for > 85% of k | 98.65% | Yes | 95.56% | Yes |
| | 290.7 | GEH < 5 for > 85% of k | 97.71% | Yes | 96.44% | Yes |
| | 291.5 | GEH < 5 for > 85% of k | 93.54% | Yes | 95.11% | Yes |
| | 291.9 | GEH < 5 for > 85% of k | 91.04% | Yes | 92.67% | Yes |
| | 292.4 | GEH < 5 for > 85% of k | 93.23% | Yes | 92.00% | Yes |
| | 292.8 | GEH < 5 for > 85% of k | 93.13% | Yes | 92.22% | Yes |
| | 294.0 | GEH < 5 for > 85% of k | 92.81% | Yes | 95.11% | Yes |
| | 294.7 | GEH < 5 for > 85% of k | 94.79% | Yes | 94.22% | Yes |
| | 295.3 | GEH < 5 for > 85% of k | 94.90% | Yes | 95.78% | Yes |
| | 296.0 | GEH < 5 for > 85% of k | 88.65% | Yes | 99.56% | Yes |
| | 297.9 | GEH < 5 for > 85% of k | 79.27% | No | 98.67% | Yes |
| | 298.5 | GEH < 5 for > 85% of k | 92.50% | Yes | 98.44% | Yes |
| | Overall | GEH < 5 for > 85% of k | 94.08% | Yes | 95.03% | Yes |
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