Research Article
Development of Pavement Distress Deterioration Prediction Models for Urban Road Network Using Genetic Programming
Table 3
Volume-to-capacity ratio of selected road network.
| | Section ID | Peak hour volume (PCU) “V” | Capacity (PCU) “C” | V/C | Type of the carriageway |
| | UR01 | 1635 | 1800 | 0.90 | 4-Lane undivided (two-way) | | UR02 | 611 | 2900 | 0.21 | 4-Lane divided (two-way) | | UR03 | 845 | 3200 | 0.26 | 2-Lane (two-way) | | UR04 | 750 | 2200 | 0.34 | 4-Lane divided (two-way | | UR05 | 1355 | 2900 | 0.46 | 4-Lane divided (two-way) | | UR06 | 1433 | 1800 | 0.80 | Undivided 4-Lane (two-way) | | UR07 | 2622 | 2900 | 0.90 | 4-Lane divided (two way) | | UR08 | 1934 | 2900 | 0.67 | 4-Lane divided (two-way) | | UR09 | 680 | 900 | 0.75 | 2-Lane (two-way) | | UR10 | 1156 | 900 | 1.28 | 2-Lane (divided) two-way | | UR11 | 1992 | 4300 | .46 | 6-Lane divided (two-way) | | UR12 | 1485 | 1200 | 1.2 | 6-Lane divided (two-way) | | UR13 | 2244 | 2200 | 1.02 | 4-Lane divided (two-way) | | UR14 | 1936 | 2900 | 0.66 | 6-Lane divided (two-way) | | UR15 | 2932 | 2900 | 0.10 | 4-Lane divided (two-way) | | UR16 | 529 | 1800 | 0.29 | 4-Lane undivided |
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