MIL-HDBK-1004/10
9.12.1
Design Data
a)
Seawater resistivity - 22 ohm-cm.
b) Design for 2 mA/ft2 between low tide level and the bottom,
1 mA/ft2 in the mud.
c)
Type I aluminum anodes, suspended from the pier deck will be
used.
d) The structure-to-electrolyte potential for the protected
structure will be -850 mV.
e)
Design for 10-year anode life.
f) Electrical continuity between piling and the deck reinforceme
is good and no additional bonding will be required.
9.12.2
a)
Total submerged area of pilings:
Area of 18 WF pilings is 7 ft2 per lineal foot
208
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