McNabb v. Dugas

142 So. 174
CourtLouisiana Court of Appeal
DecidedJune 8, 1932
DocketNo. 954.
StatusPublished
Cited by3 cases

This text of 142 So. 174 (McNabb v. Dugas) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
McNabb v. Dugas, 142 So. 174 (La. Ct. App. 1932).

Opinion

ELLIOTT, J.

Lee McNabb and Mrs. Cecil Smiley Mc-Nabb, his wife, sue to recover damages to Felix Dugas on account of an automobile collision in which the automobile belonging to the plaintiff Lee McNabb was demolished and Mrs. McNabb, his wife, was badly injured. The collision took place on the Amite river bridge. The Amite river at the place in question forms the eastern boundary limits of the parish of East Baton Rouge and the western limits of the parish of Livingston. The western half of the bridge is said to be' in the parish of East Baton Rouge and the eastern half in the parish of Livingston.

Mrs. McNabb claims $25,000 for herself and in her own right on account of personal injuries sustained by her, .and Mr. McNabb claims $1,533.55 on account of the loss of his automobile and his expenses resulting from the injury to, and medical-treatment of; his wife. The occurrence took place on the Livingston parish side of the bridge at about the hour of 1:30 p. m. on March 15, 1930. The McNabb car, driven by Mr. McNabb, was a Ford touring car;' that driven by the defendant Dugas was a Buick sedan. Mr. Mc-Nabb was seated on the left-hand side of the front seat of his car. Mrs. McNabb occupied the right-hand side of the front seat, Arthur Davis, Jr., and Tobe Richardson occupied the back seat. Mr. Dugas and a young lady companion were the only occupants of the Buick' sedan; both were seated on the front seat, Mr. Dugas driving.

The plaintiffs allege that the collision was due to the excessive and terrific speed at' which the defendant was driving on the bridge; that as defendant’s car hit the bridge it started and continued swerving and careening violently from side to side on the bridge ; that plaintiff’s car was the first to reach and enter on the bridge; that plaintiff Lee Mc-Nabb, perceiving the extraordinary rate of' speed of the approaching car, and that it was careening or swerving from side to side of the bridge, first drew his car over to the extreme right-hand- side of the bridge, and slowed down to about six miles an hour; that, then becoming alarmed at the rapidity of the approaching and wildly careening car ahead, he drew to a stop on the extreme right-hand side of and on the Livingston or eastern end of the bridge, and waited the passage of the on-coming car, which continued its approach, swerving violently from side to side of the bridge, first struck with its front end the iron railing on its right-hand side, that being the southern or downstream side of the bridge, swinging around and reversing ends on the bridge, its rear end smashed into and completely demolished plaintiff’s car, and seriously and permanently injured Mrs. Mc-Nabb.

Defendant denies liability to the plaintiff, the excessive speed alleged against him in driving upon and while on the bridge, and that the car driven by him struck the Mc-Nabb car. Further answering, he alleged that the car he was driving was the property of the state, and that he himself was at the time an employee of, and engaged in the business of, the state, and was therefore not liable to the plaintiff. He further alleged that, unknown to ,him, rain had fallen on the level top of the bridge, and that the bridge flooring, due to a composition with' which it was covered, was thereby rendered slippery: *175 that he was driving at a legal rate of speed, •but his car, due to the slippery condition of the bridge, skidded and swerved; that, knowing the application of brakes would merely cause additional slipping and swerving, he proceeded partially across the main span, where his car swerved from a direct line and •came into contact with the steel uprights and supports of the bridge, which caused it to swerve in a semicircle toward the left, coming to a stop approximately at the place where it impacted with the bridge; that this impact with the bridge was not due to negligence on his part in driving, but to the slippery condition of the bridge caused by the rain, a fortuitous event, caused by the aet of God, and for which he was not accountable; that, had it not been, for the slippery condition of the bridge produced by rain, no collision or impact would have occurred between his automobile and that driven by the plaintiff ; that the highway approach to the bridge structure concealed the water on the bridge from his view until he was so close to it that it was impossible to avoid it; that the plaintiffs Mr. and Mrs. McNabb, living in the neighborhood of the bridge, were aware of its condition.

Defendant further avers, and in an amend-, ■ed and supplemental answer more specifically and directly alleges, that the plaintiffs, on •coming toward the bridge from the eastern side, saw the impact which had taken place between defendant’s car and the downstream •side of the bridge and where it had stopped, ■and had time to and should have -avoided •striking it; that plaintiffs’ failure to stop •or pass to the left of defendant’s car constituted negligence on the part of the plaintiffs, and therefore, even if defendant was ■negligent as claimed by plaintiffs, which defendant denied, that plaintiffs were guilty of •contributory negligence in the matter of the •collision, and could not recover on that account.

There was judgment in the lower court in favor of Lee McNabb for $1,148.55 and in favor of Mrs. Cecil Smiley McNabb for, $6,500. Defendant has appealed.

Mr. and Mrs. McNabb, Arthur Davis, Jr., .and Tobe Richardson, occupants of the Ford •car, all live in the neighborhood of Denham . Springs and within a distance of about three miles from the bridge, and were no -doubt reasonably well acquainted with it. The evi-dence does not show that they had ever crossed it when it was wet, but it is probable that .Mr. McNabb has done so.

The defendant, although .not living in the -vicinity, had crossed the bridge a number of times during the year previous to the occurrence in question; had in fact crossed it twice a couple of days before the day on which the collision took place, but he testifies that he had never at any previous time crossed it when it was wet, and was unaware that it was made slippery as a result of rain. The total length of the bridge is about 400 feet. It inclines upward at each end; the length of the inclines from the ground to the level top are not definitely established, evidently about 75 feet, after which the top of the bridge is level for a distance which we estimate at about 175 or 200 feet.

In the highway, right at the foot of the western end of the bridge, there is a slight dip or elevation, we are unable to determine which, but, whether elevation or dip, the effect is the same. An automobile passing over it very fast bounds on its springs as it enters on the bridge, and on the present occasion, when defendant passed over this place, his speed was such that his automobile bounded on its springs, but, if he had driven on the bridge at a prudent rate of speed, say 30 or 35 miles an hour, no bounding of any consequence would have taken place.

■ The bridge is a steel structure, made entirely of steel and iron, except the floor, which is covered with wooden planks, and these planks are covered over with some composition, the .nature of which the evidence does not make clear. Defendant’s automobile measured from the front end of the chassis to the rear of two! tires carried on the back end 16 feet and 3 inches in length. The bridge, measured in between two wooden rails laid on the floor on each side, is 15 feet and 1½ inches in width. Measured in between the steel hand rails on each side it is 16 feet wide.

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Bluebook (online)
142 So. 174, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mcnabb-v-dugas-lactapp-1932.