Advances in Bridge Engineering

Table 2 Extreme EMTL values over the bridge deck (unit: N)

From: A hybrid approach for fatigue assessment of reinforced concrete bridge deck considering realistic bridge-traffic interaction

Road roughness
Heavy truck proportion	Poor	Average	Good	Very good
None	− 34,642	−30,971	−29,145	−27,843
20%	− 162,486	−111,478	− 74,592	− 53,130
40%	− 160,068	−112,362	− 73,794	−51,178
60%	− 163,303	−94,627	−70,710	−54,015

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