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FAQ ON DUCTILE IRON PIPE
1. How do I know if I have a corrosive soil environment?
2. What is a safe pH range?
3. Which should I specify - polyethylene field applied wrap or bonded coatings?
4. What about salt water installations?
5. Should polyethylene be wrapped around valves, fittings and fire hydrant buries?
6. Should I worry about stray current in the vicinity of Ductile Iron pipe installations?
7. How can I check possible corrosive soil conditions? How do I get ELECTROSTEEL soil survey?
8. What Indian Standard cover Polyethylene External Protection? How is the corrosivity of soil evaluated?
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11. Why is there a peen pattern on Ductile Iron Pipe?
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13. Is lateral support required for bridged crossings using restrained joint pipe?
14. How good are DI pipes in marine soils?
15. Is it difficult to lay/ cut and take branching from DI pipe?
16. What about salt water installations?
17. Should I worry about stray current in the vicinity of Ductile Iron pipe installations?
18. How can I check possible corrosive soil conditions? How do I get a DIPRA soil survey?
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20. Can GRP be used in overground installation?
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22. Will it still be possible to make direct taps on pressure class Ductile Iron Pipe?
23. How will pressure class Ductile Iron Pipe be affected by traffic loads in shallow cover installations?
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25. For very wide trenches, can Ductile Iron Pipe experience higher loading than the prism load?
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30. Should I be concerned with thrust restraint of valves, and if so, why?
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32. What is the external coating for corrosive soil?
33. What is the external coating for the above ground pipeline?
34. Is cathodic protection required for the Ductile Iron pipeline?
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1. Cement mortar lining of DI pipe is very thin and does not last long.
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4. Zinc coating of DI pipe does not last for very long time (just like GI pipes).
5. The rate of corrosion is faster in case of DI pipes is higher than that of CI pipes.
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7. DI pipes are difficult to cut.
8. DI fittings are not widely available.
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