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

Table 5

Sensors used for stress monitoring along cast-in-place grout (Group 4).

North panel	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	7	S_7_A
8	N_8_C	8	S_8_A
9	N_9_C	9	S_9_A
Pier 2
12	N_12_C	12	S_12_A
Span 3
15	N_15_C	15	S_15_A
16	N_16_C	16	S_16_A
17	N_17_C	17	S_17_A
Pier 3
20	N_20_C	20	S_20_A
Span 4
24	N_24_C	24	S_24_A