Bimberg v. Northern Pacific Railway Co.

14 N.W.2d 410, 217 Minn. 187, 1944 Minn. LEXIS 555
CourtSupreme Court of Minnesota
DecidedApril 14, 1944
DocketNos. 33,568, 33,892.
StatusPublished
Cited by25 cases

This text of 14 N.W.2d 410 (Bimberg v. Northern Pacific Railway Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bimberg v. Northern Pacific Railway Co., 14 N.W.2d 410, 217 Minn. 187, 1944 Minn. LEXIS 555 (Mich. 1944).

Opinions

1 Reported in 14 N.W.2d 410.

2 Certiorari denied by U.S. Supreme Court October 16, 1944. Clifford Bimberg, employed by defendant as a bridge carpenter, incurred fatal injuries in falling off a wooden trestle or bridge on a branch line of defendant running from Duluth, Minnesota, to Ashland, Wisconsin. This action, brought by the administratrix of his estate under the federal employers liability act, in current fashion referred to as F. E. L. A. (35 Stat. 65, c. 149, as amended, 36 Stat. 291, c. 143,53 Stat. 1404, c. 685; 45 USCA, § 51, et seq.), resulted in a verdict for plaintiff in the sum of $3,240 for pecuniary loss to his sole beneficiary and $2,060 for decedent's conscious pain and suffering.

On October 1, 1941, the day of the accident, one of defendant's bridge and building crews — consisting of a straw boss and four carpenters, including Bimberg — was assigned to the job of lining or straightening a track, running east and west, on a wooden bridge or trestle which crossed a deep ravine near Iron River, Wisconsin. The bridge was about 300 feet long and, at the point from which Bimberg fell, about 40 feet above the level of the ground. Except for a single steel girder constituting the middle span, the bridge was constructed of timber. Wooden stringers, paralleling the steel girder and covered with sheet iron, furnished the immediate support or base for the ties upon which the rails were spiked. Every fourth tie was bolted to the stringers upon which it rested. By removing the spikes holding the rails to the ties so bolted, the deck, consisting of rails and ties, could be moved a fraction of an inch at a time by use of iron lining bars. These bars were about 4 1/2 feet long, weighed 28 pounds, and were shaped like a chisel at one end, with a flat sharp edge about 1 1/2 inches *Page 190 wide. In the work of lining the tracks, the bars were placed under the rails, then anchored upon the metal covering the stringers, and finally heaved in unison by four men, two at each rail, upon signal from one of them.

The bridge carried a single continuous or "running" track. Inside this track were placed two additional steel guardrails designed to prevent trains from leaving the bridge in case of derailment. Near the outer edge on each side of the bridge and running lengthwise of the bridge was a 6 x 8 wooden stringer, called a guardrail or guard timber, laid "flatwise," but so notched as to fit between the ties and prevent their bunching or spreading. Other than these stringers — which at best extended only 5 1/2 to 6 inches above the tops of the ties — there was no guardrail, cable, fence, or structure of any type to prevent workmen and others from falling off the bridge. Nor were the members of the crew equipped with safety belts or other devices to prevent such a contingency.

The ties used on the east end of the bridge were 12 feet long, but on the section of the bridge on which the crew was working at the time of the accident they were only 10 feet long. The ties were nominally 8-inch ties, but actually they were about 7 1/2 inches wide; their centers were spaced 14 to 15 inches apart, leaving an open space of from 6 to 8 inches between them.

The track across the bridge having been reported to be about 1/2 inch out of line, the crew of which Bimberg was a member was dispatched to Iron River on the morning in question to line it up. It was estimated to be about a 3 1/2-hour job. First in order of work was the removal of the spikes from each of the anchored ties for a distance of 80 to 90 feet, or about three rail lengths from the east end of the bridge. The removal of these spikes permitted the deck of the bridge to be wedged either to the north or south as required. Seeford Swanson, in charge at the time, stood at the east end sighting the rails, while the other four men, each equipped with an iron lining bar, took positions in the form of a square east of the center of the bridge, two men at each rail. Bimberg and John Anderson stood between the rails and worked on the south *Page 191 rail, while Floyd Kuru, a comparatively inexperienced bridge worker, and Myron Johnson stood between the north rail and the north edge of the bridge and worked on the north rail. Having inserted their lining bars under the rails, the four men, at an appropriate "Yo-ho" signal given by Anderson, simultaneously heaved on their bars, three or four such operations resulting in moving the deck about 1/4 of an inch toward the south. On the next operation, Bimberg's bar slipped, he lost his footing, and pitched over the south edge of the bridge into the ravine below, thereby sustaining fatal injuries.

The day was clear and the top deck of the bridge dry. There was nothing broken or in disrepair on the bridge other than the misalignment of the track, and no claim is made that the lining bars used were unfit for the purposes intended.

Liability of defendant is sought to be predicated upon (1) its alleged failure to furnish decedent with a safe place to work; (2) its alleged failure to provide safeguards against the danger of workmen falling off the bridge; (3) its alleged failure to instruct fellow employes as to the proper manner of doing their work; and (4) the alleged negligence of such fellow servants. Only the first two charges of negligence need be considered.

Defendant rested its case in the court below and rests it here principally on the broad proposition that, because the proper construction of this trestle bridge is an engineering problem for solution by the railroad and not by the courts, its construction according to an approved plan in general use in rural districts is conclusive in its favor on the issue of negligence. It argues that to compel a railroad to erect guardrails or other safeguards at the edge of bridges or trestles upon branch lines in rural districts, or to build solid floors on such bridges, or to use longer ties than the customary 10- or 12-foot ties, or to provide bridge crews with safety belts is to exact more than the required degree of care; and that, as a matter of law, it has fulfilled all the requirements of due care in building and maintaining its rural bridges according to general practice and custom. It further asserts that "these wooden trestle *Page 192 bridges are designed principally for the operation of trains thereon, and costs of construction must be commensurate with the type and amount of traffic passing over that particular line of railroad."

Anticipating such defense, the plaintiff, in addition to detailed explanation by oral and photographic testimony as to the construction of the bridge here involved, offered expert testimony that according to good engineering practice the open space between ties on bridges should not exceed 4 inches, so as to provide a better floor; that 12-foot ties are safer and more standard than 10-foot ties; and that either a temporary or permanent railing should be provided to protect workmen from falling off a bridge of this character. Plaintiff's experts were of the opinion that accidents of the type here involved could largely, if not wholly, be avoided by erecting guardrails, by spacing the ties closer, and by providing the bridge crews with safety belts.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Frazier v. Burlington Northern Santa Fe Corp.
788 N.W.2d 770 (Court of Appeals of Minnesota, 2010)
Dawkins v. Jones
168 S.E.2d 881 (Court of Appeals of Georgia, 1969)
Petron v. Waldo
139 N.W.2d 484 (Supreme Court of Minnesota, 1965)
Sauter Ex Rel. Benson v. Sauter
70 N.W.2d 351 (Supreme Court of Minnesota, 1955)
Albertson v. Chicago, Milwaukee, St. Paul & Pacific Railroad
64 N.W.2d 175 (Supreme Court of Minnesota, 1954)
Hardy v. Anderson
63 N.W.2d 814 (Supreme Court of Minnesota, 1954)
Fall v. Coastwise Line
254 P.2d 58 (California Court of Appeal, 1953)
Propper v. Chicago, Rock Island & Pacific Railroad
54 N.W.2d 840 (Supreme Court of Minnesota, 1952)
TePoel v. Larson
53 N.W.2d 468 (Supreme Court of Minnesota, 1952)
Werner Transp. Co. v. Dealer's Transport Co.
102 F. Supp. 670 (D. Minnesota, 1951)
Hecht Co., Inc. v. Jacobsen
180 F.2d 13 (D.C. Circuit, 1950)
Wright v. Minneapolis Street Railway Co.
23 N.W.2d 347 (Supreme Court of Minnesota, 1946)
Jacobson v. Chicago & North Western Railway Co.
22 N.W.2d 455 (Supreme Court of Minnesota, 1946)
Murphy v. Boston & Maine Railroad
65 N.E.2d 923 (Massachusetts Supreme Judicial Court, 1946)
Ellis v. Union Pacific Railroad
22 N.W.2d 305 (Nebraska Supreme Court, 1946)
Pauly v. McCarthy
166 P.2d 501 (Utah Supreme Court, 1946)
Crawford v. Duluth, Missabe & Iron Range Railway Co.
19 N.W.2d 384 (Supreme Court of Minnesota, 1945)
Donea v. Massachusetts Mutual Life Insurance Co.
19 N.W.2d 377 (Supreme Court of Minnesota, 1945)
Mo. Pac. Ry. Co., Thompson, Trustee v. Davis
186 S.W.2d 20 (Supreme Court of Arkansas, 1945)
Travis v. Collett
16 N.W.2d 68 (Supreme Court of Minnesota, 1944)

Cite This Page — Counsel Stack

Bluebook (online)
14 N.W.2d 410, 217 Minn. 187, 1944 Minn. LEXIS 555, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bimberg-v-northern-pacific-railway-co-minn-1944.