Research Article
Developing an Optimization Model to Manage Unpaved Roads
Table 4
Road conditions of county unpaved roads.
| | Road # | Road name | Segment length
(mi) | ADT | Road
width | X-section
(0–3) | Roadside drainage
(0–3) | Rutting
(0–9) | Potholes
(0–9) | Loose aggregate
(0–9) | Dust
(0–3) | Corrugations
(0–9) | Ride
quality |
| | 1 | CR 215 | 0.98 | 438 | 22 | 3 | 3 | 9 | 7 | 8 | 2 | 7 | 7 | | 2 | CR 215 Railroad Rd | 1.99 | 438 | 24 | 3 | 3 | 7 | 7 | 7 | 1 | 7 | 7 | | 3 | CR 215 Railroad Rd | 3.06 | 438 | 24 | 3 | 3 | 7 | 6 | 8 | 2 | 7 | 6 | | 4 | CR 215 Railroad Rd | 0.95 | 438 | 26 | 3 | 3 | 9 | 7 | 8 | 2 | 6 | 6 | | 5 | CR 215 Iron Mountain Rd | 2.25 | 438 | 28 | 3 | 3 | 8 | 7 | 8 | 3 | 7 | 7 | | 6 | CR 215 | 6.93 | 438 | 26 | 3 | 3 | 7 | 7 | 8 | 2 | 6 | 7 | | 7 | CR 222 | 5.22 | 195 | 25 | 3 | 3 | 9 | 6 | 7 | 1 | 6 | 6 | | 8 | CR 222 | 5.21 | 195 | 24 | 3 | 3 | 8 | 7 | 8 | 3 | 7 | 7 | | 9 | CR 203 | 2.00 | 180 | 26 | 3 | 3 | 8 | 3 | 9 | 2 | 8 | 8 | | 10 | CR 203 | 3.00 | 180 | 26 | 3 | 3 | 8 | 3 | 8 | 2 | 8 | 8 | | 11 | CR 203 | 7.09 | 180 | 32 | 3 | 3 | 7 | 7 | 8 | 2 | 6 | 6 | | 12 | CR 136 | 2.02 | 166 | 21 | 3 | 3 | 8 | 6 | 8 | 1 | 6 | 6 | | 13 | CR 136 | 0.23 | 166 | 24 | 3 | 2 | 9 | 7 | 7 | 2 | 6 | 6 | | 14 | CR 136 | 1.01 | 166 | 25 | 3 | 3 | 8 | 7 | 9 | 2 | 7 | 7 | | 15 | CR 136 | 0.71 | 166 | 24 | 3 | 3 | 9 | 9 | 6 | 2 | 7 | 7 | | 16 | CR 136 | 1.28 | 166 | 22 | 3 | 3 | 8 | 8 | 7 | 2 | 7 | 7 | | 17 | CR 136 | 0.67 | 166 | 15 | 1 | 2 | 4 | 5 | 8 | 2 | 9 | 4 | | 18 | CR 136 | 2.01 | 166 | 18 | 3 | 3 | 9 | 8 | 9 | 3 | 7 | 7 | | 19 | CR 136 | 0.96 | 166 | 25 | 3 | 3 | 9 | 6 | 6 | 2 | 7 | 7 | | 20 | CR 136 | 0.24 | 166 | 18 | 3 | 3 | 8 | 9 | 6 | 2 | 7 | 8 |
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