Study on the Adaptability of Vehicle Loads in Special Lanes for Trucks on Highway Bridges

Table 8

Mean value of for each control section after consolidation.

Lane number	Pivot sections	Midspan section
00105	0.9430	0.9315
00107	0.8825	0.8900
00108	0.8736	0.9094
00110	0.8774	0.9031
Average value	0.8971	0.9085