Extension Model for Safety Appraisal of Existing Concrete Members Based on an Improved Comprehensive Weighting Method

Table 8

The normalized inspection data of beams 2 and 12.

Index	Member
	Beam 2	Beam 12
Bearing capacity	0.467	0.200
Deflection/span	0.612	0.665
Cracks	0.680	0.300
Reinforcement corrosion	0.800	0.277
Concrete carbonation depth	0.680	0.743