Louisville & N. R. v. Hadler's Administrator

106 S.W.2d 106, 269 Ky. 115, 1937 Ky. LEXIS 556
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedFebruary 16, 1937
StatusPublished
Cited by8 cases

This text of 106 S.W.2d 106 (Louisville & N. R. v. Hadler's Administrator) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky (pre-1976) primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Louisville & N. R. v. Hadler's Administrator, 106 S.W.2d 106, 269 Ky. 115, 1937 Ky. LEXIS 556 (Ky. 1937).

Opinion

Opinion op the Court by

Creal, Commissioner—

Reversing.

The right of way and tracks of the Chesapeake &. Ohio Railway Company, hereinafter called the C. & O., and the Louisville & Nashville Railroad Company, hereinafter called the L. & N., parallel each other where *117 they cross Central avenue between Twelfth and Thirteenth streets in the city of Newport. The elevation at the intersection of Central avenue with Thirteenth street is 32 feet higher than the tracks of the C. & O., and something over 24 feet higher than the tracks of the L. & N., and is over 35 feet higher than the intersection of Central avenue with Twelfth street. Some time during or shortly after the year 1889, these railroad companies under a contract and agreement with, the city constructed a bridge over their tracks, beginning at a point near Thirteenth street and running above and with the center line of Central avenue to a point near Twelfth street where it made a sharp curve to the right and ran near or with the south side of' Twelfth street to Columbia street.

Between 4 and 4:30 o’clock on Sunday morning,. June 12, 1932, a Cadillac sedan owned and driven by Harry F. Hadler, in which Everett King Thomason, Malcolm T. King, Richard C. Thomas, and Frank V. Scott were also riding, turned to the right from Thirteenth street and started to cross the bridge, and either because of the failure to observe the curve in the bridge or because of inability to negotiate it, the automobile went ahead across the sidewalk, crashed through the railing, and fell into Central avenue in or near the intersection with Twelfth street. All of the occupants of the automobile were killed except Thomas, who sustained severe injuries.

In actions based on alleged negligence, as hereinafter more particularly set out, Thomas and the administrators of his companions have recovered judgments against the C. & O. and the L. & N., and the companies are appealing. The five cases were heard together below, and as questions presented in each are identical, they will be treated in one opinion.

A number of points, some of which are subdivided, are set forth and discussed in brief for appellants. They may all properly be disposed of in connection with the discussion of a few of the grounds urged for reversal which, in substance, are: (1) That the court erred in overruling demurrers to the petitions; (2) error in overruling motion of appellants for peremptory instructions at the close of the evideuce for appellees and at the close of all the evidence; (3) that the instructions given were erroneous; (4) that the *118 court erred in refusing to give an instruction on contributory negligence and in refusing to give other instructions offered by appellants. These questions call for at least a brief recital of the facts as disclosed by the record.

All the victims of the accident resided in Ohio, and according to the evidence of Thomas, he and Thomason met by chance in front of a restaurant in Elmwood, ■Ohio, which is a few miles from Cincinnati. While they were talking, Hadler came from the restaurant and 'Thomason asked him if he wanted to go to a party over the river about 4 or 5 miles beyond Fort Thomas. Hadler indicated a willingness to go, so the three men got into his automobile and after going a few blocks met and were joined by Scott, and in passing through St. Bernard, King joined the party. They stopped at a cafe in Cincinnati, where they remained until shortly after 2 o’clock, and then resumed their journey, passing through Newport, Port Thomas, and on out the Alexandria pike 4 or 5 miles. It seems that Thomason did not know definitely where the party was to be, and failing to locate the place, they returned by way of Alexandria pike, and upon reaching the railroad crossing at Twelfth street In Newport found it blocked by a train. After waiting there for a few minutes, at the suggestion of Thomason, who stated that he knew a way around, they turned back to Thirteenth street and followed it to Central avenue, where they turned to the right and proceeded on to the overhead bridge. According to his evidence the lights on the automobile were good and afforded about the ordinary visibility. He testified that Hadler changed gears on entering Central avenue and “ could not have gone over 8 or 10 miles an hour from there”; that it was drizzling rain and was dark and misty; that he-was looking ahead but did not discover the curve in the bridge or the railing at the outside of the walkway until they were right up to it, .and he heard the squeak of the brakes when applied by the driver. He was permitted to state without objection that Hadler did not see the guard rail until he was right onto it. His evidence indicates that he assumed this from the fact that the driver suddenly applied the. brakes at that time. He remembered nothing further in connection with the accident.

'The bridge from the end near Thirteenth street to *119 a point beyond the railroad tracks something over 100 feet from Twelfth street is of steel and concrete, except the floor of the driveway is of wooden blocks laid in concrete. Concrete walks 9 inches above the driveway form a curb of that height on each side thereof. ^Beyond the point indicated the oaken floors of the driveway and walks are supported by wooden beams and trestlework. The walkways are about 5 inches above the driveway, with timbers about 5 inches in thickness forming a curb of that height on each side of- the driveway. At the outer edge of these walks are 5x5 posts 3 feet and 8 inches in height which have been nailed to the bridge, and a fence or guard rail has been made by a 2x8 board at the top of the posts and two 1x6 boards nailed on between that and the bottom. Every other post is braced by a small timber reaching from its top to a beam that extends beyond, the edge of the bridge. From the Thirteenth street end of the bridge to where it joins the wooden structure it rises at a uniform grade of 1 per cent. From there on it declines with a grade of about 1 per cent, at the beginning, which increases to about 6% per cent, where it reaches the east side of Central avenue. There is a light pole near the northeast corner of Central avenue and Twelfth street which is 44 feet high, and suspended from an arm on this post is an electric light about 10 feet above the floor of the bridge at that point. According to a plat filed as Exhibit X, this light would be a few feet east of the extension of a line running with the east edge of the bridge as it follows the center line of Central avenue.

A number of witnesses, including the county engineer of Campbell county and police officers of the city and men residing in the vicinity of the bridge and who had often had occasion to cross it, testified that in crossing it in the nighttime from Thirteenth street, the electric light apparently was at the right side of the bridge, and the lights on Central avenue as they appeared ahead created an illusion and gave the impression, especially to one not acquainted with the situation, that the bridge continued on down Cenral avenue.

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Bluebook (online)
106 S.W.2d 106, 269 Ky. 115, 1937 Ky. LEXIS 556, Counsel Stack Legal Research, https://law.counselstack.com/opinion/louisville-n-r-v-hadlers-administrator-kyctapphigh-1937.