Case Study of Remaining Service Life Assessment of a Cooling Water Intake Concrete Structure in Indonesia

Table 7

Half-cell potential measurement of rebar.

Number		Train A/B	Train C/D	Train E/F	Train G/H
		Readings (mV)
1		−0.380	−0.120	−0.080	−0.090
2		−0.330	−0.130	−0.090	−0.070
3		−0.220	−0.090	−0.120	−0.100
4		−0.370	−0.030	−0.100	−0.070
5		−0.180	−0.120	−0.110	−0.080
6		−0.220	−0.090	−0.130	−0.100
7		−0.120	−0.130	−0.150	−0.120
8		−0.130	−0.280	−0.130	−0.060
9		−0.180	−0.140	−0.100	−0.080
10		−0.200	−0.140
11		−0.220	−0.160
12		−0.150	−0.120
13		−0.180	−0.240
14		−0.210	−0.190
15		−0.140	−0.180
16		−0.050	−0.200
17		−0.050	−0.270
18		−0.050	−0.320
19		−0.050	−0.270
20		−0.100	−0.270
21			−0.270
22			−0.340
23			−0.510
24			−0.520
25			−0.520
	Minimum	−0.380	−0.520	−0.150	−0.120
	Maximum	−0.050	−0.030	−0.080	−0.060
	Average	−0.177	−0.226	−0.112	−0.086