H. Hartry, Inc. v. United States

66 Cust. Ct. 283, 1971 Cust. Ct. LEXIS 2366
CourtUnited States Customs Court
DecidedApril 21, 1971
DocketC.D. 4205
StatusPublished

This text of 66 Cust. Ct. 283 (H. Hartry, Inc. v. United States) is published on Counsel Stack Legal Research, covering United States Customs Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
H. Hartry, Inc. v. United States, 66 Cust. Ct. 283, 1971 Cust. Ct. LEXIS 2366 (cusc 1971).

Opinion

Newman, Judge:

This case involves the proper rate of duty assessable on merchandise invoiced as “2 Full Sets Bailey Bridge, 100 foot Triple/Double Class 80”, which plaintiffs imported from Scotland in 1967, and entered at the port of Los Angeles, California. Bailey bridges are sold (or rented) as prefabricated and unassembled components, which must be joined at the site where the bridge is required by the user. “A Bailey bridge functions to carry vehicles, track vehicles, loads, and place them across streams, ravines” (R.54). The importation was classified by the Government under the provision in item 652.98 of the Tariff Schedules of the United States (TSUS), as “Other” bridges, and accordingly was assessed with duty at the rate of 15 per centum ad valorem.

Plaintiffs claim the classification is erroneous, viz: that “bridges” were not, in fact, imported and nine of the imported components1 were properly dutiable at the rate of 7.5 per centum ad valorem under the provision in item 652.94, TSUS, for “Other” columns, pillars, posts, beams, girders, and similar structural units. Inasmuch as there was no separate appraisement of the articles in issue, plaintiffs ask that the case be remanded to a single judge so that separate dutiable values may be found for the articles claimed to be classifiable under item 652.94, TSUS.2

We overrule the protest.

[285]*285The Statute

Hangars and other buildings, bridges, bridge sections, lock-gates, towers, lattice masts, roofs, roofing frameworks, door and window frames, shutters, balustrades, columns, pillars, and posts, and other structures and parts of structures, all the foregoing of base metal:
Of iron or steel:
>[; i}: % J¡;
Columns, pillars, posts, beams, girders, and similar structural units:
Not in part of alloy iron or steel:
Cast-iron (except malleable cast-iron) articles, rough or advanced
652.94 Other_ 7.5% ad val.
>¡: * i’fi
652. 98 Other_ 15% ad val.

The RecoRD

The record consists of the testimony of two witnesses and ten exhibits introduced in evidence -by plaintiffs; and the testimony of one witness and one exhibit offered by defendant.

Plaintiffs’ witnesses were: Norman C. Barker, a senior customs import specialist at the port of Los Angeles, whose advisory classification of the shipment in issue was adopted by the district director upon liquidation of the entry; and Charles F. Hamlin, a civil engineer and president of Bailey Bridges, Inc.

Defendant’s witness was Frank J. Buchholz, a civil engineer employed by the United States Army Corp. of Engineers.

Mr. Barker testified that he believed, from the description of the merchandise on the special customs invoice (“2 Full Sets Bailey Bridge”), that the shipment comprised “a full set of Bailey bridges”; and further that he “would 'have investigated to see that it was not a complete Bailey bridge before [he] would have made any other advisory classification”. If the shipment “proved not to be a complete set, it would have been classified as the parts of, like girders, beams, and such as that, at that time”. Moreover, Barker stated that, if the merchandise had consisted of “just beams, gii’ders, and such as that”, he would have classified it under item 652.94; “but if they were enough [286]*286to complete a bridge, then it would come under the ‘bridges’ classification”.

Mr. Hamlin testified that his firm is engaged in the business of selling and renting bridge components throughout the United States. He was responsible for the purchase of the importation, and had inspected the said merchandise in Scotland and England prior to its shipment. Continuing, Hamlin stated that the description of the merchandise on the special customs invoice was not “necessarily specific enough” or “adequate to describe” what he had actually purchased, and the components are listed on two large sheets attached to the entry papers (which are part of the official papers received in evidence).

Hamlin also testified that the shipment included various structural components (depicted in photographs received in evidence as exhibits 1-8 and 10) and erection gear. The components were not dedicated “especially” for use in making bridges, and were “used to make towers, columns, and pillars, bridges, and girders, and anchors, and a variety of uses”.

Additionally, Mr. Hamlin stated that:

“Sway braces” (exhibit 2) can be used in any system where an adjustable brace is desired.
“Transoms” (exhibits) can be used as beams.
“Panels” (exhibit 4) are truss sections, or girders, which are used in making towers, piers, and falsework trusses.
“Base plates” (exhibit 5) are used as spread footings for columns, to distribute the load.
“Stringers” (exhibit 6) are three little I-beams made into frames, which are used as wall structures or more often, to support a floor or load-bearing platform.
“Bracing frames” (exhibit 7) are normally used as a separator for other structural elements, to hold them parallel, and are most commonly used with the “panels”.
“Bakers” (exhibit 7) are used as braces, much as the “sway braces” are used, except that they are not adjustable.
“Bearing shoes” (exhibit 8) are bases similar to the “base plates”, and distribute a vertical ]oad over the structure below.
“End posts” (exhibit 10) are used almost exclusively with the panels to distribute the load “into the bearings”. They are of two types: male and female, depending on which end of the panel they are to be attached.

Hamlin further testified as follows:

It would be possible to erect bridges of various sizes and types with the imported merchandise. If the largest Bailey bridge possible were assembled, not all of the components of the importation would be utilized;

[287]*287The imported merchandise -was stockpiled as inventory in Bailey’s storage yard. When orders were received, the merchandise was either rented or sold for use in a variety of structures. Structures that could be erected from the components would include towers, piers, box girders, falsework, pillars and columns. The end posts are made specifically to attach to the Bailey bridge panel component by means of pins and carter pins similar to a bolt. The wrenches and jacks included in the shipment are not dedicated for use with the other merchandise listed on the invoices.

Concluding, Hamlin stated that a “Bailey bridge” is a spanning type structure assembled from Bailey bridge components. However, a “bridge” exists only after the components are assembled. The term “set” as used in connection with Bailey bridges “is a convenient list or quantity of components for ordering, or for exporting, or for convening a stockpile, as in a warehouse”, but “set” does not imply one bridge. Rather, a “set” implies “a stock of components able to do many things”.

Mr.

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Bluebook (online)
66 Cust. Ct. 283, 1971 Cust. Ct. LEXIS 2366, Counsel Stack Legal Research, https://law.counselstack.com/opinion/h-hartry-inc-v-united-states-cusc-1971.