Studying Bump at Bridge Approach of Short Subgrade with Oblique Prestressed Concrete Overlaying Asphalt Layer

Table 4

Values of longitudinal slope and settlement of transition section corresponding to different speeds in “slightly uncomfortable” state.

Speed (km/h)	Maximum longitudinal slope value (%)	Maximum settlement value (cm)
60	0.19–0.80	1.5–5.1
80	0.19–0.74	1.5–4.4
100	0.19–0.60	1.5–4.0
120	0.19–0.46	1.5–3.4