Higgins v. Garfield County

186 N.W. 347, 107 Neb. 482, 1922 Neb. LEXIS 127
Nebraska Supreme Court·Decided January 13, 1922·No. No. 21842·Published·Cited by 7 cases

Opinion

Wakeley, District Judge."

On November 5, 1919, Higgins filed against Garfield county a claim for $445 for damages to a traffic truck because of its falling through a bridge spanning Cedar river in said county. On December 3 he filed a supplemental claim in the sum of $290; $65 thereof being for additional repairs necessitated since the filing of his original claim, and $225 thereof for being deprived of the use of the truck. His total claim was $735. This was rejected by the county commissioners, and Higgins appealed to the district court. A jury was waived and the action tried by the Honorable Bayard H. Paine, who rendered- a judgment for the plaintiff for $275. From this the county has appealed, urging that the judgment is not sustained by the evidence.

Appellee, Higgins, owned a cattle ranch in the northern part of Garfield county on which he fed. cattle. He had purchased for $2,250 a new traffic truck used in the carrying of supplies to and from his ranch. The evidence discloses that Garfield county is sparsely settled; that there are few roads and bridges in it; that the bridge in question crosses Cedar river, making that locality accessible to a number of ranchers in the vicinity, and to a large gravel pit about one-half mile beyond the river.

It is stipulated that the bridge was built more than twelve years ago, and is part of a public highway, and had been repaired several times. One of the witnesses, Douhit, says the bridge, a wooden one, was in poor condition, and that the commissioners never inspected it; that it had been cobbled up and fixed so many times that it was hard to tell which end Avas south. On October 8, 1919, Herman Heldt, foreman of the Higgins ranch, crossed to the gravel pit with the truck, loaded ther.eon about two tons of gravel, a customary load, and attempted to recross the bridge in question. As he drove upon the bridge, he noticed, he says, “one plank bent in a little, broke like, gave in just a little, splintered, prob[484] ably six inches, about the center of the south section; outside of that, the bridge looked as good as it ever did. Probably six inches was defective.” His gravel weighed two tons; the gravel and truck weighed about 4,400 pounds, an average load. The bridge consisted of two spans, each 20 feet long and 14 wide; one 7-foot and one 10-foot approach. The top was of good planking, laid upon 2 by 12 stringers, 10 to each span, and about 16 inches apart. It was supported by three piers, one at each end, and one in the center to support the ends of the spans. The stringers composing the same rested upon these piers, overlapping the piers from two to four inches. These stringers were not bolted or strapped to the piers. They were held in place by rather small nails. They were toe-nailed in, as the witnesses say, with three or four small nails. The stringers were not bolted to each other. There were no iron shoes or straps to hold them to the piers. No other braces were used to support the bridge. McMullen, the road overseer, had occasion to replace a cap on the pier under the bridge where an old cap had rotted away. This was about six years before the accident. His recollection was that, at that time, the stringers lapped six inches over the cap. No sign was placed on the bridge to indicate its carrying capacity.

As stated, Heldt endeavored to cross the bridge with his truck. As he neared the center, he swerved out just far enough to miss the defect in the planking. When he got about half way across, he says he felt the hind end of the truck going down and jumped. This is all he knew until he saw the truck in the bottom of the river. The front part of the truck had caught upon and was held by the center pier of the bridge; the back end. had dropped down into the river. The gravel, running down, broke out the end-gate and broke the plank down through the center. Examination disclosed the toe-nails with which the stringer had been fastened to the piers had loosened and come out; that, as they did [485] so, the stringers had slipped off, or fallen away from the center pier; that thereupon the entire south span of the bridge had collapsed and fallen into the river. When the span fell, all but two or three stringers at the north side gave way and fell with it. Plaintiff claims that the fall bent the rear axles of the truck, jammed the differential, disaligned the machinery, broke the end-gate, permitted the gravel to slip out, twisted and weakened the box, bent and weakened the cross-bar, and otherwise damaged the truck.

As stated, the court found in favor of the plaintiff and assessed his damages at $275. The county contends that the court erred for reasons which may be summarized as follows: That any damage occasioned was the result of the plaintiff’s oavu negligence in attempting to cross the bridge, after he had ascertained it Avas in a defective or dangerous condition; that plaintiff used the truck after the accident Avithout having it repaired or inspected by a competent mechanic; that the damage was caused by the unskilful and negligent manner in Avhich the machine Avas operated, and the lack of timely repairs; that the actual damage was nominal; that the county officials had no notice, actual or constructive, that, the bridge Avas not in a safe condition for any reasonable or ordinary use; that Avhen the bridge Avas built no automobile trucks were in use in the vicinity and but few at the time of the trial in September, 1920; and, lastly, that, Avhile the bridge is a part of a legally established county road, it is in fact used by very few people.

The present action is brought under the provisions of section 4, ch. 7, Laws 1889, Avhich for the first time in the history of our jurisprudence made counties liable to individuals sustaining damages from defective roads or bridges.

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Higgins v. Garfield County, 186 N.W. 347, 107 Neb. 482, 1922 Neb. LEXIS 127 (Neb. 1922).

186 N.W. 347 (Higgins v. Garfield County) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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