HQ 082905: Classification of structural pipe for use as insert piles in an offshore drilling and production platform

us-cbp-cross-rulings-hq-082905HQ 082905: Classification of structural pipe for use as insert piles in an offshore drilling and production platformGuidance

Native CBP ruling rendition. Applicability is fact-specific; modification/revocation relationships and original publisher date are retained. Publisher sentinel year0001 means unknown date, not a historical legal adoption.





                                        HQ 082905

                                    October 21, 1988

             CLA-2 CO:R:CV:G:  082905 JLV; 830857 NY

             CATEGORY:  Classification

             TARIFF NO.:  7305.00.0000; 610.3264

             Robert C. Cassidy, Jr.
             Wilmer, Cutler & Pickering
             2445 M Street, N.W.
             Washington, D.C. 20037

             RE:  Classification of structural pipe for use as insert piles
                  in an offshore drilling and production platform

             Dear Mr. Cassidy:

                  In a letter of June 22, 1988, as supplemented by a letter
             of October 5, 1988, you request on behalf of your client,
             Marathon Oil Company (Marathon), a ruling on the tariff
             classification under the Tariff Schedules of the United States
             (TSUS) and the Harmonized Tariff Schedule of the United States
             (HTS) of certain tubular products from Japan.  Marathon
             proposes to use these products to repair a damaged leg on an
             offshore gas and oil drilling and production platform in
             Alaska.

             FACTS:

                  The tubular products, described by you as "insert piles,"
             consist of 154 sixty-foot sections; each section measures 26
             inches in outside diameter; 41 sections have a wall thickness
             of 0.75 inch, 31 sections have a wall thickness of 1.0 inch,
             and 82 sections have a wall thickness of 1.5 inches.  The wall
             thickness determines the location of a section in the piles
             when assembled into 900-foot units.  Weld beads measuring
             approximately 1/4-inch in height are located around the
             circumference of the outside of the 1.0-inch piles and the
             1.5-inch piles at 48-inch intervals; these beads will provide
             additional bonding with the cement that will be packed around
             the piles.  These piles will be inserted into the legs of the
             platform as structural supports for the platform and as casing
             through which wells will be drilled and other strings of
             casing and tubulars will be inserted to recover gas and oil.

















                                          - 2 -

                  Marathon proposes to use these insert piles to act as
             load-bearing units which will, in effect, extend the existing
             leg module which, because of a well blowout at the base of the
             leg, is no longer resting on firm soil.  Marathon will install
             the insert piles by drilling through the 34-inch diameter
             piles already located in the leg module; the drilling will
             continue until a firm soil foundation is reached.  The piles
             will be inserted through the 34-inch existing piles and will
             extend approximately 627 feet into the seafloor.  These piles
             will be cemented into the soil and the existing 34-inch piles.
             The total length of the insert piles will be 900 feet.

                  Additional facts are as follows:  the 0.75-inch and the
             1.0-inch piles are fabricated according to API Specification
             5L for X-52 line pipe, but are not hydrotested and cannot be
             used as API line pipe.  The 1.5-inch piles are fabricated
             according to ASTM A633 Grade C.  All of the piles are
             fabricated by submerged arc welding which results in a
             longitudinal raised bead on the seam.  The steel is a high
             strength, low temperature steel specified for the application
             in the high load (ice; extreme tidal movement) and low
             temperatures of the Cook Inlet environment.  The minimum
             specified yield strength of the pile steel is 50 KSI, and the
             Charpy impact values are specified to be 25 foot-pounds at
             minus 40 degrees Fahrenheit.  Based on the chemical
             requirements for the steel set forth in ASTM Spec A633 Grade
             C, the insert piles are not made from alloy steel as defined
             in headnote 2(h)(ii) of part 2, schedule 6, TSUS, or as
             defined in legal note 1(f) of chapter 72, HTS, which is the
             definition for alloy steel throughout the HTS.

             ISSUE:

                  Under the TSUS, are the insert piles of a class or kind
             of merchandise that is chiefly used as parts of offshore
             drilling platforms?  Under the HTS, are the insert piles
             classified as tubes in heading 7305 under General Rule of
             Interpretation (GRI) 1?

             LAW AND ANALYSIS:

                  In a ruling of March 11, 1986 (file 077577), we held that
             similar tubular merchandise, called conductor pipe, was
             classified as pipe.  The structural tubing in that case was
             26-inch pipe (outside diameter) in various lengths and coated
             or clad with protective materials.  The wall thickness of each
             length was 1.0 inch.  In a ruling of March 30, 1987 (file
             079943) we held that unassembled subsections of conductor














                                          - 3 -

             piles were classified as parts of offshore platforms.  The
             imported subsections consisted of the total number of
             conductor pilings for the offshore platform.   Furthermore,
             the 213-foot subsections were constructed of 26-inch pipe
             (outside diameter) of several wall thicknesses.  The various
             subsections had stabbing guides that were fitted and welded
             inside the ends to facilitate the joining of the subsections.

                  For the reasons discussed in this decision, we
             distinguish the facts in our ruling of March 30, 1987 (file
             079943), from the facts of this case, and conclude that the
             ruling is not controlling in this case.

                  Headnote 1(iv), part 2, schedule 6, excludes "parts of
             articles" from classification in that part.  Therefore, even
             though pipes and tubes are specifically provided for in part 2
             of schedule 6, the "specific provision" limitation in General
             Interpretative Rule 10(ij) on the classification of parts
             under the TSUS is made inapplicable by operation of headnote
             1(iv).  Standard Commodities Import & Export Corp. v. United
             States, ___CIT___ (Slip Op. 88-46, dated April 21, 1988), and
             cases therein.  However, General Interpretative Rule 10(ij)
             also requires that, to be classified in a parts provision, the
             merchandise must be chiefly used as a part of the article.

                  Chief use, as defined in General Interpretative Rule
             10(e)(i), is the use that exceeds all other uses combined for
             the class or kind to which the imported articles belong.
             Actual or intended use is not conclusive as to the chief use
             requirement.  In this case, the actual use of the articles
             (60-foot sections of tubing) may be established, but the 60-
             foot sections still belong to the class or kind of structural
             tubing that has much broader uses.  The court, in United
             States v. Carborundum Co., 63 CCPA 98, at 102, C.A.D. 1172
             (1976), discussed some of the relevant factors in determining
             the class or kind of merchandise.  In applying the relevant
             criteria to the insert piles, we conclude the following:  they
             conform to the general physical characteristics and standards
             for numerous types of structural tubular products; they are
             used as structural supports; they are not, by design or other
             feature, precluded from use as structural material in
             applications other than as offshore platform piles; they are
             recognized by the industry as belonging to the general class
             of structural tubulars; and the expectations of the user are
             the same as those for the broad class of structural tubulars.
             Unlike the subsections fabricated from tubing of multiple wall
             thicknesses (file 079943), the sections of tubing in this case
             are merely long sections of structural pipe and tube.














                                          - 4 -

                  The addition of the weld bead on the 1.0 and 1.5-inch
             sections does not advance the tubing to the point that they
             are "more than pipe or tubes" or that they become a separate
             class or kind of structural material.

                  The HTS, the tariff classification law for the United
             States effective January 1, 1989, requires that "classifica-
             tion shall be determined according to the terms of the
             headings and any relative section or chapter notes and,
             provided such headings or notes do not otherwise require,
             according to the following provisions..."  GRI 1.  The
             relevant "following" provision is GRI 3(a), as follows:

                    3.  When . . . for any other reason . . . goods are,
                        prima facie, classifiable under two or more
                        headings, classification shall be effected as
                        follows:

                        (a)   The heading which provides the most specific
                              description shall be preferred to headings
                              providing a more general description . . . .

             The two headings in the HTS are: heading 7305 which provides
             for certain welded steel tubes which have internal and
             external circular cross sections and an external diameter
             which exceeds 406.4 mm; and heading 8431 which provides for
             parts suitable for use solely or principally with the
             machinery of headings 8425 to 8430 [other boring machinery for
             minerals].

                  Under GRI 1, the heading and legal notes are to be
             considered together.  In this case, note 1(f), Section XV
             [Chapters 72 to 83], excludes machinery of Section XVI (i.e.,
             Chapter 84).  However, the imported lengths constitute lengths
             of pipe or tube similar to any other type of welded pipe or
             tube; they are not machinery.  The specific length of the
             piles, the low temperature metallurgy, and the type of
             fabrication have no bearing, in this case, on the description
             of the goods as welded pipe in heading 7305.

                  Heading 8431 provides for parts of machinery, such as the
             offshore drilling and production platform [heading 8430;
             specifically, subheading 8430.49.4000].  There are no legal
             notes that specifically address the inclusion or exclusion of
             goods such as the insert piles in chapter 84.  Therefore, the
             insert piles are prima facie classifiable under two headings.
















                                          - 5 -

                  Under GRI 3(a), the heading with the most specific
             description is preferred.  In this case, the clear description
             of the goods in heading 7305 controls.  To the extent that the
             insert piles are material lengths of tubes and have not been
             made up into specific identifiable articles, they are
             accurately described as welded steel (not alloy) tubes with
             circular cross sections and external diameter which exceeds
             406.4 mm.  On the other hand, the term "parts" in heading 8431
             covers numerous different types of goods, whether machinery or
             made-up steel components.  Therefore, the more specific
             heading is 7305.

                  The Explanatory Notes to heading 73.05, Harmonized
             Commodity Description and Coding System, Vol. 2, the official
             interpretation of the HTS at the international level, state
             that the products in this heading include tubes for piling or
             structural columns.  This describes the product in issue.  The
             addition of the weld beads to enhance the adhesion of the
             cement to the piles does not result in a good that has been
             advanced beyond its condition as a tube.

             HOLDING:

                  Under the TSUS Annotated, the insert piles are classified
             as welded pipes and tubes of circular cross section, other
             than alloy steel, 0.375 inch or more in outside diameter, and,
             for statistical purposes, over 16 inches in outside diameter
             and having a minimum yield strength of 40,000 p.s.i. or more,
             in item 610.3264, rather than as parts of offshore drilling
             platforms in item 652.9700.

                  Under the HTS Annotated, the insert piles are classified
             as other longitudinally welded tubes having internal and
             external circular cross sections, the external diameter of
             which exceeds 406.4 mm, of nonalloy steel, in subheading
             7305.31.6000, rather than as parts suitable for use solely or
             principally with the machinery of heading 8430 in subheading
             8431.43.4000.

                                          Sincerely,




                                          John Durant, Director
                                          Commercial Rulings Division
















             6cc:  AD NY Seaport (NY file 830857)
             1cc:  RC, Pacific Region
             1cc:  Director, Trade Ops
             1cc:  Director, ORR
             1cc:  AC, CO
             1cc:  John Durant

























































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