Morrison-Knudsen Co. v. State

390 P.2d 712, 64 Wash. 2d 86, 1964 Wash. LEXIS 298
CourtWashington Supreme Court
DecidedApril 2, 1964
DocketNo. 36747
StatusPublished
Cited by2 cases

This text of 390 P.2d 712 (Morrison-Knudsen Co. v. State) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Morrison-Knudsen Co. v. State, 390 P.2d 712, 64 Wash. 2d 86, 1964 Wash. LEXIS 298 (Wash. 1964).

Opinions

Rosellini, J.

This action was brought by the respondents as an appeal from two orders of the State Tax Commission, denying a refund of business and occupation taxes and use taxes paid to the appellant and accruing during the [87]*87period of December 11, 1957, to September 30, 1959. The taxes involved were:

(1) Business and occupation taxes for manufacturing activities. This tax was to be measured by the value of 23 pontoons, 44 anchor shells, and two steel transition spans which the appellant contended were prefabricated or manufactured by the respondents and then incorporated into the Hood Canal Bridge; and

(2) Use taxes, measured by the value of the articles so prefabricated or manufactured by the respondents and subsequently used in completion of the respondents’ contract with the Washington Toll Bridge Authority for construction of the Hood Canal Bridge.

The respondents complained that they were not liable for the taxes because they were not engaged in manufacturing activities, they did not “use” the pontoons and anchor shells as “consumers,” and the pontoons and anchor shells had no value for excise tax purposes.

The trial court sustained the first two of these three contentions and did not pass upon the third.

Briefly stated, the evidence showed that the respondents who were equipped to construct the floating sections of the Hood Canal Bridge according to the contract specifications and to assemble and anchor the same at the bridge site, entered into a joint venture for the purpose of undertaking the construction of the bridge. They were awarded the contract and paid a business and occupation tax based on the gross proceeds of the contract under the provisions of RCW 82.04.280.

The prefabricating of the pontoons and anchor shells was done at the respondents’ dry dock and graving yard in Seattle, on the Duwamish River. When the basic hulls of the pontoons were completed in dry dock, they were launched and floated to the graving yard. At the graving yard, a variety of operations were conducted to prepare each pontoon for eventual use in the bridge structure. Some required installation of elevated roadbeds. Each required, among other things, installation of electrical conduits and preparation for installation of railings.

[88]*88The construction of the 44 floating anchor shells was also accomplished in the floating dry dock. Each anchor shell was constructed of concrete reinforced by honeycombs of steel. The steel transition spans, the value of which was included in the assessment base, were also assembled in Seattle, although in this case the assembly was accomplished by a subcontractor.

After the anchor shells were completed, they were floated out of dry dock and were towed as a barge to Port Gamble where they were “beached” and flooded for storage. They were stored by the respondents for periods of up to 2 years. The anchor shells were constructed at Seattle in anticipation of further modification at Port Gamble and the bridge site just prior to their incorporation into the bridge structure. Floated into position over a carefully prepared underwater location, each anchor was rigged by cable to the bridge and while held in position, was filled with concrete, and then guided to its final underwater resting place.

At the Duwamish River location, the respondents proceeded to manufacture the pontoons to the stage of completion required by the design specifications. The pontoons were then floated and towed to a storage yard at Idaho Street in Seattle where they were stored for periods up to 2 years. They were then towed to Port Gamble Bay about 1% miles from the bridge site, where they were again stored for a period while additional work was done thereon.

After'the partial construction at Seattle of pontoons “L” and “M,” which were a part of the draw pontoons, they were towed to the yard of the National Steel Company on the Duwamish River in Seattle, where they were used as a floating platform for prefabrication of the steel transition spans. After the spans were assembled on the decks of pontoons “L” and “M,” the pontoons served as barges for movement of the spans to the bridge site. After placement of the transition spans, pontoons “L” and “M” were returned to Seattle for completion according to design specifications.

At Port Gamble Bay units of two or three pontoons were joined together by various operations, including bolting, [89]*89cementing, and grouting. The units were then floated to the bridge site for additional jointing, connections, and placement of cables. When about half of the bridge was in place, severe storms occurred, which disclosed that the bridge as designed was inadequate to stand up to the rigors of tidal and storm action of Hood Canal. Damage had been done to units of the bridge that had been put in place. Accordingly, it became necessary to remove six pontoons which had been placed, for modification and strengthening before reinstalling them in the bridge structure.

The Washington Toll Bridge Authority then issued a call for bids for this work and for the repairing of storm damage. Yuba Erectors was the successful bidder and it eventually completed the final assembly of the bridge. The respondents’ contract was terminated by mutual consent.

The Tax Commission assessed business and occupation taxes against the respondents, based upon the activity of manufacturing and using the pontoons and anchor shells, measured by the cost of manufacturing those items at Seattle, away from the bridge site.

The theory of the Tax Commission assessment was that the respondents’ Seattle operations were a separate activity taxable just as though the taxpayer had subcontracted the construction of the pontoons and anchor shells to an independent subcontractor.

The trial court held that the shells and pontoons were not “manufactured,” within the meaning and intent of RCW 82.04.110, -120, -130, and -240 and were not “used” or “consumed” by the respondents as a public road contractor, within the meaning and intent of RCW 82.04.190.

Error is assigned to these findings and the conclusions of law and judgment based thereon.

A business and occupation tax is levied upon every person who engages in business activities, under RCW 82.04.220. This tax is expressly levied upon manufacturers in RCW 82.04.240, which provides that the amount of the tax with respect to such business shall be equal to the value of the products, including byproducts, manufactured, multiplied by the rate of one-quarter of one per cent.

[90]*90The term “manufacturer” is defined in RCW 82.04.110 as follows:

“ ‘Manufacturer’ means every person who . . . manufactures . . . for commercial or industrial use from his own materials or ingredients any articles, substances or commodities. . . . ”

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Bluebook (online)
390 P.2d 712, 64 Wash. 2d 86, 1964 Wash. LEXIS 298, Counsel Stack Legal Research, https://law.counselstack.com/opinion/morrison-knudsen-co-v-state-wash-1964.