Ductile iron pipe is of course a metallic (and ferrous) pipe that may often also be locatable with magnetic or inductive methods and equipment that do not require the imposition of an electrical current on the pipeline (and regardless of joint resistance). See e.g. the information in Chapters 6 and 5 (inductive and magnetic methods) at
. [I noticed e.g. a statement at this site concerning magnetic location, “…18-inch length of ¾ rebar which can be located at depths up to 7 feet”, and specifically it appears on page 44 also with regard to magnetic metal pipe locating, “Four-inch pipes can be located at depths up to 8 feet”.]
All methods and equipment for locating underground infrastructure likely have pluses and minuses and limitations, and it might not be a bad idea to consult with experienced folks in utilities and constructors etc. concerning preferred equipment and methods (as there is certainly a bewildering array out there!)
I guess it probably also could be mentioned that if extreme pipe depth is a problem with any instrument readings, comparative periodic instrument readings might also be taken as excavations proceed downward, perhaps then with more signal strength and dependability. While ductile iron pipes are known quite rugged, vacuum excavation, hand shovels and probe rods are probably best locating tools when very near all working pipelines.
There are however many different means of providing dependable electrical continuity (primarily as others have mentioned) for electrical thawing or cathodic protection purposes with ductile iron pipelines. Any new or existing joint can be “jumpered” even in the field, e.g. with insulated copper wires and thermite welds and/or field-tapped connections (with aluminum bronze bolts etc).