Chicago, Rock Island & Pacific Railroad v. Aetna Insurance

308 P.2d 119, 180 Kan. 730, 1957 Kan. LEXIS 274
CourtSupreme Court of Kansas
DecidedMarch 9, 1957
Docket40,327
StatusPublished
Cited by24 cases

This text of 308 P.2d 119 (Chicago, Rock Island & Pacific Railroad v. Aetna Insurance) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Chicago, Rock Island & Pacific Railroad v. Aetna Insurance, 308 P.2d 119, 180 Kan. 730, 1957 Kan. LEXIS 274 (kan 1957).

Opinion

The opinion of the court was delivered by

Robb, J.:

This was a damage action brought by plaintiff to recover under an insurance policy issued by forty-seven defendants under the name and style of the Underwriters Grain Association. The jury returned a verdict for plaintiff, the trial court set the verdict aside, granted a new trial, and defendants appealed from the order of the trial court overruling a demurrer to plaintiff’s evidence and a motion for a directed verdict in favor of defendants.

*732 Appellee will be referred to as the insured and--appellants as insurers.

There is no dispute involving the pleadings and they will not be set out herein.

The first error complained of by the insurers is the order of the trial court overruling their demurrer to insured's .evidence based on the ground that the evidence failed- to prove, the allegations of the petition, or to prove a cause of action in- favor of insured and against the insurers.

While the entire policy in the sum of $1,311-,000 covered four Rock Island grain elevators designated as A' house', B house, C house and D house, we are presently concerned only with the unit called C house.

The salient parts of the stipulation of facts were that.C house, which had been built in 1914, was of concrete construction, reinforced with three-quarter inch twisted square steel rods averaging one foot apart; it was the most westerly of the buildings located in the Armourdale district of Kansas City, Kansas, and was adjacent to the Seventh street viaduct and approximately 600 feet east of the Mill street viaduct; the walls were approximately seven inches thick but the thickness varied with the size of the nineteen bins which were round, were ninety-three feet in height and had an inside diameter of twenty-four feet; in the spaces between the round bins were interstice or “star” grain bins; on the south side of C house were eight partially circular bins, five of which were divided by a center partition from the outer wall to the back wall; all bins were open at the top but were protected by the roof of C house, which was thirteen feet from the top of the bins; the conical bottoms of the bins rested upon a sand fill and a concrete slab about a foot thick which served as a ceiling for the basement.

The stipulation further showed that the Armourdale district was inundated by flood waters of the Kaw (Kansas) river commencing about 11:00 p. m. on July 12, 1951, which entered C house basement between 5:30 and 6:30 a. m. on July 13, 1951; before noon on the 13th the flood waters had risen to within a few inches of the second story windows of the C house offices at the west end; by 2:30 p. m. that day the water had risen to within two or three feet of the maximum crest; the crest was eighteen feet and five inches at the west end of the elevator and’ twenty-two *733 feet at the east end and remained so until 2:00 p. m. on July 14, 1951, at which time the water noticeably began to recede until it ^reached ground level on July 18, 1951; C house was constantly subjected to swift water current and the water inside rose to a height of at least eighteen feet; the bins in C house contained wheat, corn, and milo; and finally, it was stipulated that the insured had expended. $95,922.80 in repairs.

Insured’s oral evidence was attacked by demurrer and pertinent parts thereof will be subsequently referred to herein. There was also photographic and documentary evidence but it will not be set out for the reason that the oral evidence sufficiently covers the two propositions raised by the demurrer; (1) whether plaintiff’s damage was directly caused by an explosion and (2) whether the occurence resulted from a hazard inherent in the conduct of the grain elevator business.

As stipulated, the policy of insurance- did not cover flood loss but was only a fire insurance policy. However, an endorsement* termed an “inherent explosion clause” had been added to the policy. It reads: '

“1. In the interest of the insured, the condition of this policy excluding loss from explosion is hereby modified, and in' consideration' of the rate ,at which this policy is written, this Company shall be liable for any direct loss to the following described property (only while said property is covered by this Policy).
“As Shown In Coverage Clause Above
[property described]
“(No liability is assumed except on property described in this Space) caused by explosion occurring in any part of the plant, of which' the building(s) covered hereunder or containing the property covered hereunder, form a part. Provided, further, that in each and every instance the explosion results from the Hazards inherent in the business as conducted therein and not otherwise and except as hereinafter provided.
“2. Exclusions: This Company shall; not be liable for loss occasioned by or incident to the explosion of steam engines, steam or hot water boilers, steam pipes, water heaters, or their connections caused by internal steam or water pressure; nor for loss occasioned by the explosion of internal combustion engines, fly-wheels, pulleys, abrasive wheels or moving or rotating parts of machines, unless fire ensues and then shall be liable for loss by fire only.” (Our emphasis.)

' Carl C. MacFarlane testified as an engineer for the firm that repaired the elevator damáge and stated that on the south side of C house two or three large holes started at the ground and extended: approximately twenty feet high to the water line; they *734 were several feet in length; there was a very bad puncture in the northwest corner bin; two or three places had opened up in the north side where the wall had been parted; on the east side there was an opening to the north and a hole about the center near ground level; it was necessary to go back further (into the concrete) because where ruptured the concrete was too disintegrated, by dint of whatever happened, to pick up steel and make a durable engagement of the new concrete to the old; he concluded excessive pressure caused the failure of the bins; he assumed and thought “it went out suddenly.”

Robert G. Long, an experienced concrete worker, testified that the concrete breaks were caused suddenly rather than slowly.

Harry Wright, a deputy sheriff, who had been a demolition expert with the army in Europe and Africa from 1941 to 1945, and who was well-acquainted with explosive sounds, noticed nothing unusual about the elevator until the morning of July 14 when, while stationed on the Mill street viaduct, he heard a distant roaring or thunder-like sound; then he felt the bridge shake and vibrate; he had heard no other such sound nor had he felt any similar movement of the bridge either before or after; the noise from the elevator was a rumbling one similar to underwater explosions he had previously heard.

Donald William Clark was on the Mill street viaduct and testified similarly to the above witnesses. In addition, he stated that later when he went down close to the elevator where he had seen grain dust or vapor, there was “kind of a sour smell in the air there.”

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Cite This Page — Counsel Stack

Bluebook (online)
308 P.2d 119, 180 Kan. 730, 1957 Kan. LEXIS 274, Counsel Stack Legal Research, https://law.counselstack.com/opinion/chicago-rock-island-pacific-railroad-v-aetna-insurance-kan-1957.