Towards Sensor-Based Health Monitoring Systems for Bridge Decks: A Full-Depth Precast Deck Panels Case Study

Table 3

Sensors used for transverse load stress monitoring (Group 2).

North panel	Sensor	Sensor	Sensor	Sensor	South panel	Sensor	Sensor	Sensor	Sensor
Span 1
2	N_2_A	N_2_B	N_2_D		2	S_2_A	S_2_C	S_2_D
Pier 1
4	N_4_D	N_4_F			4	S_4_E	S_4_F
Span 2
7	N_7_D	N_7_D^'	N_7_G	N_7_G^'	7	S_7_E	S_7_E	S_7_G	S_7_G^'
8	N_8_D	N_8_D^'	N_8_G	N_8_G^'	8	S_8_E	S_8_E^'	S_8_G	S_8_G^'
9	N_9_D	N_9_D^'	N_9_G	N_9_G^'	9	S_9_E	S_9_E^'	S_9_G	S_9_G^'
Pier 2
12	N_12_D	N_12_F			12	S_12_E	S_12_F
Span 3
15	N_15_D	N_15_D^'	N_15_G	N_15_G^'	15	S_15_E	S_15_E^'	S_15_G	S_15_G^'
16	N_16_D	N_16_D^'	N_16_G	N_16_G^'	16	S_16_E	S_16_E^'	S_16_G	S_16_G^'
17	N_17_D	N_17_D^'	N_17_G	N_17_G^'	17	S_17_E	S_17_E^'	S_17_G	S_17_G^'
Pier 3
20					20	S_20_E	S_20_F
Span 4
22	N_22_B	N_22_D			22	S_22_C	S_22_D
23	N_23_B	N_23_D			23	S_23_C	S_23_D