Research Article

Driving Safety Assurance Method in Work Zone Crossovers of Highway Reconstruction and Expansion Project

Table 4

distribution in entrance and exit by-pass among different median widths.

Median width (m)

50Entrance by-pass40.3543.1712.5712.5100.56
Exit by-pass49.6645.508.5837.522.89

70Entrance by-pass49.4044.836.1052.511.63
Exit by-pass55.1152.803.503510.00

90Entrance by-pass53.3952.2213.9622.562.02
Exit by-pass56.8955.8110.624523.59

110Entrance by-pass56.7154.202.21554.01
Exit by-pass58.6660.155.2782.56.39

130Entrance by-pass59.3658.195.7597.55.90
Exit by-pass59.6457.532.2032.56.76

Note. is the initial speed of the entrance or exit by-pass; is the speed at the end of the deceleration section. Neither nor satisfies the consistency of the operating speed. One of the two parameters meets the consistency of the operating speed.