Vibration Effect Produced by Raised Pavement Markers on the Exit Ramp of an Expressway

Figure 6

The combined total weighted acceleration RMS for the deceleration lane between 10 km/h and 120 km/h: (a) the linear deceleration lane (car); (b) the linear deceleration lane (semi-trailer truck); (c) the curved deceleration lane (car); (d) the curved deceleration lane (semi-trailer truck).

(a)

(b)

(c)

(d)