Research Article
Estimation of Saturation Flow Rates at Signalized Intersections
Table 2
Result of headway distribution test.
| Code of surveyed site | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 |
| | 0.952 | 0.953 | 0.968 | 0.952 | 0.941 | 0.955 | 0.969 | 0.947 | 0.968 | 0.965 | 0.974 | | 0.005 | 0.007 | 0.100 | 0.006 | 0.0006 | 0.012 | 0.069 | 0.003 | 0.116 | 0.064 | 0.239 | | 0.981 | 0.972 | 0.976 | 0.982 | 0.979 | 0.971 | 0.978 | 0.976 | 0.911 | 0.955 | 0.960 | | 0.601 | 0.209 | 0.448 | 0.655 | 0.499 | 0.177 | 0.147 | 0.342 | 0.025 | 0.007 | 0.021 |
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and are Shapiro-Wilk statistics, is computed after log transformation.
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