Aetna Casualty & Surety Co. v. Osborne-McMillan Elevator Co.

132 N.W.2d 510, 26 Wis. 2d 292, 1965 Wisc. LEXIS 984
CourtWisconsin Supreme Court
DecidedFebruary 2, 1965
StatusPublished
Cited by17 cases

This text of 132 N.W.2d 510 (Aetna Casualty & Surety Co. v. Osborne-McMillan Elevator Co.) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Aetna Casualty & Surety Co. v. Osborne-McMillan Elevator Co., 132 N.W.2d 510, 26 Wis. 2d 292, 1965 Wisc. LEXIS 984 (Wis. 1965).

Opinions

Hallows, J.

This appeal raises the question of what is an explosion as that term is used in the insurance policies applied to the insured’s business of storing and handling grain in Superior, Wisconsin. The word “explosion” is not defined in the policies but the exclusion clause of the endorsement provides: “Loss by explosion shall include direct loss resulting from the explosion of accumulated gases or unconsumed fuel within the firébox (or combustion chamber) of any fired vessel or within the flues or passages which conduct the gases of combustion therefrom. However, this Company shall not be liable for loss by explosion, rupture or bursting of:, (a) steam boilers, steam pipes, steam turbines or steam engines; or (b) rotating parts of machinery caused by centrifugal force; . . . The following are not explosions within the intent or meaning of these provisions: (a) concussion unless caused by explosion, (b) electrical arcing, (c) water hammer, (d) rupture or bursting of water pipes.”

The tank in questioii was erected in the fall of 1958, on a re-enforced concrete platform and was located between a battery of concrete storage bins and the three other steel tanks which extended in a line along a slip in Superior bay. The tank was a monolith constructed by welding steel plates together to form the wall which was welded to a base plate. The circular base plate was constructed by welding the ends of eight-foot-long narrow plates of an inch thick and this base plate was secured to the concrete platform by some 128 bolts placed two feet apart in a circle having a diameter [296]*296of approximately 80 feet. The bolts were embedded in the concrete and their threaded ends extended from three or four inches above the concrete surface of the slab. The tank was 80 feet high and a conical steel plate set on steel rafters formed its roof. An enclosed gallery containing a conveyor belt was connected to the concrete bins and ran across the top of all four steel tanks.

The tank was adequately designed to support and contain 361,000 bushels of number one dark northern spring wheat with a conventional margin of safety. The tank had been filled during June of 1961 when the air temperature was around 93 degrees. The last movement of the grain was on June 29th, when 4,000 bushels of wheat were removed. On January 17, 1962, the tank contained 361,000 bushels of wheat which weighed 6Ó pounds per bushel, or 21,660,000 pounds. Shortly before 1 a. m., when the temperature had reached approximately 27 degrees below zero after having fallen from 30 degrees above zero at 6 p. m. on January 13th, the tank suddenly burst into three major segments.

There is no substantial disagreement in the expert testimony that the initial fracture of the tank started at the bottom of the tank wall over a discontinuity or “notch” in the base plate, which was caused by an incomplete weld where a small filler plate )4th-inch wide had been placed to fill a gap between two sections of the base plate. The steel plate and tank were brittle because of the sudden drop in temperature and because of the low temperature the steel had lost most of its ductile qualities. It was generally agreed in the evidence this steel tank would normally contract more than two inches in circumference from its size at 93 degrees during a drop in temperature to 27 degrees below zero. The experts agreed that the stresses present in the tank wall from contraction instead of distributing themselves equally throughout the wall necessarily flowed around the notch where they became concentrated and too great for the cold [297]*297steel to withstand. The wall of the tank split from bottom to top through the plates and not following the welds. Following the initial fracture the other two fractures almost instantaneously occurred. This fracturing consumed one-tenth of a second or from one twenty-fifth to one-fiftieth of a second, and all the movement of the grain and the metal tank ceased in about two seconds.

After the occurrence one segment of the tank weighing approximately 87,100 pounds was at its nearest point 108 feet from where it has been attached to the concrete platform. Another segment weighing approximately 75,921 pounds was wrapped backward around an adjoining steel tank which was caved in about 13 inches to a height of 30 feet and a distance of 22 feet along its circumference. The third segment weighing approximately 145,163 pounds was found in the slip adjacent to the pier on which the tank had been located. The bottom course of this segment was 94 feet from where it had been attached to the concrete platform. Of the 128 steel anchor bolts, about half of them had snapped in tension and the other half had been sheared off. A portion of grain was found 187 feet from the outer edge of the tank and generally covered a larger area than such volume would in a conical shape of repose. Nor is there any question that when the tank gave way, a. loud noise and ground vibration were produced. Witnesses testified they heard a “terrific crash,” “a giant roar,” “a sudden capow — something hit,” and “a loud sound comparable to that made by a jet hitting the sound barrier.”

At the close of the trial the insurers moved for a directed verdict and on this appeal contend that the evidence did not show an increase in the internal pressure or force over that of weight and position of the grain in the tank, that the first fracture of the wall of the tank was a cold-weather-brittle fracture initiated by an incomplete weld, that the latent or potential energy in the stored grain was not con[298]*298verted to active or kinetic energy until after the fracture split the wall and therefore although there was suddenness in the occurrence accompanied by noise, there was no explosion. The insured argued then as now that the evidence presented a jury question of whether an explosion had occurred and that it was not necessary to have an increase in internal force in the grain to constitute an explosion.

The trial court although inclined to agree with the insurers nevertheless submitted the case to the jury adopting in its instructions the insured’s view of what constituted an explosion.- The. question presented to the jury was, “Was there an explosion involving Tank A on January 17, 1962?” In instructing the jury the court included Webster’s New International Dictionary (2d ed., unabridged 1960), definition, the American College Dictionary definition of an explosion, and then proceeded to give the following synonyms from the Synonyms Finder for the word “explosion“Violent bursting with noise, sudden discharge, fulmination, detonation, shock, ignition, shattering sound, concussion, collapse, blast, report, volley, shot, crack, pop.” The court also instructed there may be an explosion without a sudden development of internal force or pressure, the pressure need not be unusual or abnormal or suddenly produced, and there may be an explosion without a sudden expansion of the volume of the contents of the contained substance. The trial court on motions after verdict recognized these instructions were tantamount to directing a verdict for the insured but justified them as being correct on the theory “an explosion is what an explosion does” and “an explosion is an idea- of degree.” We consider the instructions prejudicially erroneous in their interpretation of the word “explosion” in' the policies as applied to the facts and especially in including the synonyms.

Because one of the policies insured grain stored in five states, was negotiated in Minnesota and countersigned by a [299]

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Cite This Page — Counsel Stack

Bluebook (online)
132 N.W.2d 510, 26 Wis. 2d 292, 1965 Wisc. LEXIS 984, Counsel Stack Legal Research, https://law.counselstack.com/opinion/aetna-casualty-surety-co-v-osborne-mcmillan-elevator-co-wis-1965.