Interval Recognition Algorithm of the Pavement Surface Condition Based on Lagrange Interpolation Method

Table 1

Parameter table of the tire model for various roads.

Surface condition	C1	C2	C3
Dry asphalt	1.28	23.99	0.52
Dry cobblestone	1.371	6.46	0.67
Dry cement	1.197	25.17	0.54
Wet asphalt	0.857	33.82	0.35
Wet cobblestone	0.4	33.71	0.12
Snow	0.195	94.13	0.0646
Ice	0.05	306.39	0.001