Nashville Bridge Company v. Otis Hillary Ritch

276 F.2d 171
CourtCourt of Appeals for the Fifth Circuit
DecidedMay 23, 1960
Docket17890
StatusPublished
Cited by10 cases

This text of 276 F.2d 171 (Nashville Bridge Company v. Otis Hillary Ritch) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nashville Bridge Company v. Otis Hillary Ritch, 276 F.2d 171 (5th Cir. 1960).

Opinion

CAMERON, Circuit Judge.

This appeal presents the question whether the record contains sufficient evidence to warrant submitting to the jury by the court below appellee Ritch’s action against appellant Nashville Bridge Company for personal injuries sustained by him as the result of the capsizing of a railroad car, in which he was performing duties for the consignee in connection with the unloading of a steel girder weighing approximately twenty-seven tons. Appellee charged that appellant was guilty of negligence when it loaded two large girders into a gondola railroad car by placing them substantially against the sides of the car instead of loading them at or near the center of the car.

The action was brought against appellant along with Southern Railway Company, owner of the car, and Louisville and Nashville Railroad Company, the carrier which transported it from Bessemer to Gadsden, Alabama. The court below directed a verdict in favor of Southern, and the jury returned a verdict in favor of L. & N. Its verdict was against appellant in the sum of $58,000.00 which, under the court’s conditional ruling upon motion for new trial, was reduced by remittitur to $30,000.00. The appeal is from a judgment entered against appellant for that amount, no appeal being taken from the judgments in favor of the two railroad companies. 1

Appellant had loaded the girders at its plant in Bessemer, Alabama into a 52 foot gondola car weighing 59,500 pounds. The girders were forty-nine feet eleven inches long and the larger one was seven feet ten inches high, weighing substantially twenty-seven tons. The smaller *173 girder was six feet ten inches high and weighed about twenty-four tons. Each girder had a flange on each side and the girders were loaded on edge, about one and one-half inches from the opposite sides of the car.

The girders were held in upright position by connecting the top of each to the bottom of the other by steel angle irons forming an “X”. The girders were pressed against one end of the car and were braced at the other end by lugs of angle iron welded to the bottom of the car. 2

Before the first girder was loaded by appellant, the car was shored up on that side, the brace being removed when the loading of the second girder brought the load substantially into balance. The car was inspected by representatives of the railroad and no exception was taken to the manner of loading. It was transported without incident by the L. & N. Railroad Company from Bessemer to Gadsden, Alabama, where it was delivered to the plant of Republic Steel Company, where construction work was in progress. Industrial was in charge of the work and unloaded the girders and put them in place on top of steel columns by the use of a large crane.

Appellee was employed by Industrial to assist in the unloading, and he first loosened the girders from each other and from the floor by burning the connecting braces and the lugs by the use of a blow torch. The smaller girder was removed first and was placed by the crane on top of columns already in place in the nearby building. This was accomplished on Wednesday, and the larger girder was left in place in the car until Thursday afternoon when the unloading crew began its removal from the car. Appellee’s job was to bolt a lifting lug to the top flange of the larger girder to which the hook or shackle on the unloading crane would be attached. He climbed to the top flange of the large girder, taking with him his tools and the bolts for fastening the lifting lug to it. He walked along the flange to the middle of the girder, put the lifting lug in place, and was lining it up so that the holes in the lug would be opposite those in the flange of the girder. At that moment the car, because of the weight of the girder and the added weight of appellees (about 225 pounds) and of the lug (about 250 to 350 pounds), began to turn over. Appellee jumped towards the side of the car opposite that on which the girder was standing and received the injuries for which suit was brought.

Besides himself, appellee used as witnesses two fellow members of the unloading crew. He also placed upon the stand Bera Vance and Joe Robert White as expert witnesses. 3 Vance was an iron worker, living at the time in Birmingham, Alabama, whose experience had extended over a period of about thirty-five years. He had been back in Birmingham about two years after spending considerable time in the northern part of the United States, mainly in the Detroit, Michigan area. During that time he was engaged in handling an average of about fifty heavy girders per year. He had worked for a time directing the loading of girders, but most of his work had been spent in unloading.

*174 In response to a hypothetical question in which was included reference to a picture not identified in the question, and over the objection of appellant, he was permitted to testify that in his opinion, the loading of the two girders along the outside edges of the car was improper. 4 Upon cross-examination he stated that different manufacturers and shippers had different methods of loading girders; and further that a girder loaded as was the one which caused the injury could have been removed from the car by shoring it up — although he had never seen this done except where a much heavier object such as a big crane was being taken out of the car. 5 He further testified that it was customary for the shipper to send special instructions if there were any special precautions to be taken in the process of unloading a freight car.

. The witness White qualified as an expert in mechanical engineering, having recently taken courses at two Florida universities and having almost reached the point of receiving his degree. He had been employed by appellee to construct a model based upon information given him by the attorney in addition to evidence assembled by him in talks with others. He constructed a model of the railroad track, the gondola car and the two girders, using a doll to represent the appellee. The entire structure was of wood and it included everything the witness had learned to have been on the car except some minor details such as brakes and braking equipment. The model was set in place before the jury and various jurors were permitted to touch the large girder after the small one had been removed, and to demonstrate that the car would turn over by the addition of the weight of the doll. The witness testified that the added weight of appellee when *175 he mounted the large girder was what, in his opinion, caused the car to overturn.

Upon cross-examination he admitted that it would be more difficult to fasten the girders to the car if they were placed at or near its center and that if, being so placed, they should break loose, they might cause the wrecking of the train.

The only witness used by appellant was J. W. O’Neal who was in 1956 General Superintendent of Industrial Steel Erection Company.

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276 F.2d 171, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nashville-bridge-company-v-otis-hillary-ritch-ca5-1960.