# The Pipe Line Development Company — Pipeline Safety Interpretation

**Citation:** PI-73-0108  
**Type / status:** guidance / guidance  
**Agency:** Pipeline and Hazardous Materials Safety Administration  
**Effective:** Not stated  
**Published:** 1973-04-30

PI-73-0108 response to The Pipe Line Development Company concerning 192.153.

## Document text

<<<PAGE 1>>>

PI-73-0108
April 30, 1973
Mr. Ronald D. Gardner, Manager
Research and Development
The Pipe Line Development Company
1831 Columbus Road
Cleveland, Ohio 44113
Dear Mr. Gardner:
Your letter of April 10, 1973, enclosed a sketch of a domed, contoured welding cap used to cover a pit hole
clamp. The cap is field welded for permanency on pipe of not more than 40,000 p.s.i. SMYS. You ask, in effect,
whether the design of this cap is governed by the standards of §192.717(c).
As here relevant, §192.717(c) is applicable to welded steel plates that are used to repair corrosion pits.
However, the cap described in the sketch appears to be a fitting or component rather than a plate. The
provisions of §192.717(c) would therefore not apply to your cap. Although the regulations contained in Part
192 do not purport to cover the specific design requirements of every type of component or fitting that might
be safely welded onto a pipeline, they do, however, set forth general design requirements for pipeline
components including components fabricated by welding. Thus Subpart D of Part 192, including in particular
§192.153, would be applicable to the design of the welding cap. Subpart E of Part 192, covering the welding of
steel in pipelines, would also have general applicability with reference to the design of welding caps.
To the extent that you consider your welding cap to be a branch connection as suggested in your letter, the
applicable design requirement is set forth in §192.155. That requirement is stated as a performance standard
rather than a detailed specification, and the means of compliance is left with the designer.
For your information, a copy of Part 192 is enclosed. If you have further questions in this regard, we will be
pleased to respond.
Sincerely,
Original signed by:
Joseph C. Caldwell
Director

<<<PAGE 2>>>

April 10, 1973
The Pipe Line Development Company
1831 Columbus Road
Cleveland, Ohio 44113
Office of Pipeline Safety
The Pipe Line Development Company
1831 Columbus Road
Cleveland, Ohio 44113
Office of the Secretary of Transportation
Washington, D. C. 20590
Attention: Mr. Joseph C. Caldwell
Director
Office of Pipeline Safety
Dear Mr. Caldwell:
Enclosed you will find a sketch of a domed, contoured welding cap (4 inches O.D.). It is used to cover a pit hole
clamp and is field welded for permanency on pipe not more than 40,000 psi SMYS.
The diameter of the cap remains fixed for all sizes of pipe; only the saddle contour changes.
I have four questions concerning the design of these caps:
(1) Is the wall thickness of the cap governed by standard pipe design for an intersection or branch
connection?
(2) Is the wall thickness determined by the design principles of a patch repair (Subpart M, part
192.717, paragraph "C") "of the same or greater thickness than the pipe"?
(3) Does the rule apply (Subpart M, part 192.717 paragraph "C") "not more than one half the
diameter of the pipe in size", thereby limiting it to 8 inch nominal pipe and above?
(4) Can the cap be used on 4-1/2 inches O.D. and 6-5/8 inches O.D. pipe under the definition of an
intersection or branch connection?
Your assistance in answering these questions will be greatly appreciated.
Respectfully yours,
Ronald D. Gardner, Manager
Research and Development

## Provenance

- Official: Yes
- Source: <https://www.phmsa.dot.gov/sites/phmsa.dot.gov/files/legacy/interpretations/Interpretation%20Files/Pipeline/1973/g73-04-30_Gardner_192.153-nlmx.pdf>
- Source ID: `phmsa`
- SHA-256: `e563b061cd8b26c299d78fc73dc2756f73e6f0ebc58dd63edffdfd790f30efef`
- Retrieved: 2026-08-20T00:59:31.977Z
- Exported: 2026-08-22T15:30:32.547Z
- Document slug: `phmsa-interpretation-pi-73-0108`

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