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

Table 2

Sensors used for longitudinal load stress monitoring (Group 1).

North panel	Sensor	Sensor	South panel	Sensor
Span 1
1	N_1_C		1	S_1_A
Pier 1
4	N_4_C		4	S_4_A
Span 2
7	N_7_C	N_7_F	7	S_7_F
8	N_8_C	N_8_F	8	S_8_F
9	N_9_C	N_9_F	9	S_9_F
Pier 2
12	N_12_C		12	S_12_A
Span 3
15	N_15_C	N_15_F	15	S_15_F
16	N_16_C	N_16_F	16	S_16_F
17	N_17_C	N_17_F	17	S_17_F
Pier 3
20	N_20_C		20	S_20_A
Span 4
24	N_24_C		24	S_24_A