Stricklin v. Harvey

179 So. 345, 181 Miss. 606, 1938 Miss. LEXIS 101
CourtMississippi Supreme Court
DecidedFebruary 28, 1938
DocketNo. 33093.
StatusPublished
Cited by22 cases

This text of 179 So. 345 (Stricklin v. Harvey) is published on Counsel Stack Legal Research, covering Mississippi Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Stricklin v. Harvey, 179 So. 345, 181 Miss. 606, 1938 Miss. LEXIS 101 (Mich. 1938).

Opinion

McGehee, J.,

delivered the opinion of the court.

' This is an appeal from a judgment of the circuit court of Newton county in the sum of $7,500, rendered in favor of the appellee for personal injuries sustained by falling from a temporary bridge constructed by the appellant across Red creek in Stone county for use in connection with the building of a permanent concrete and steel bridge across said creek by the appellant under a contract which he had with the Mississippi State Highway.Commission.

The temporary bridge was durably constructed, and was such a bridge as is customarily used by bridge builders to parallel the course of the permanent bridge, and intended primarily for use in moving heavy machinery to and fro in the work of constructing the permanent bridge so long as the machinery is needed for that purpose, although it is frequently used during this time by the laborers on such jobs, as a means for walking to and from their work. Thereafter it is used as a bridge for *613 transporting materials on trucks, etc., to where the same are needed in the work oh the permanent bridge across the stream as the construction progresses. The stringers on this temporary bridge were made of rough logs, from 12 to 14 inches in diameter, and were placed from 12 to 14 inches apart, two on each side, extending* across the entire length of the bridge, so that when used as foot-logs by the laborers in performing their work they constitute a sort of double track not too wide for the stride of a normal man, although most of the laborers who walk upon them confine their steps to a single stringer. These four stringers constitute the entire top surface of this temporary bridge, other than the cross-pieces on which they are fastened, and consist of rough, round logs of the dimensions hereinbefore stated, some sweetgum, mostly pine, and a few creosoted logs strung along the route of the approximately 200-foot length of the bridge, but not more than one creosoted log was used in a single bent. These logs spanned a distance several feet long between the end of each bent, where the piling was driven, four in a row, crosswise underneath the same.

The proof discloses that these creosoted logs were slippery, especially so when the sun drew ,the oil to the- surface. Appellant had provided a. small boat or skiff for the use of the appellee and the other employees in crossing the stream, to go to and from their work, which was sufficient to convey five or six men at a time, and a rule was promulgated, whereby a laborer was always furnished to convey the boat from one side of the stream to the other when needed by another laborer in going to and from his work. This was the method used by the laborers in crossing the stream until the temporary bridge had reached the stage of completion where the stringers had been securely fastened on top thereof; and the testimony shows, without substantial conflict, that this boat continued to be available for use for those who desired to cross the stream by that method; but that the use of the boat was entirely abandoned by most of the laborers af *614 ter the temporary bridge had reached such state of completion, and that thereafter most of the laborers constantly waited the log stringers on the bridge in going to and from their work, with the knowledge and acquiescence of the appellant. In other words, the temporary bridge became the usual and customary method followed by the laborers in crossing the stream in the performance of their work.

The appellee was employed as a pile-driver foreman, and the pile driver was one of the heavy machines operated on the temporary bridge in the construction of the permanent bridge. He testified that he had crossed the temporary bridge from the south to the north side by walking: the stringers, for the purpose of ascertaining from a crew of workmen near the north end of the bridge when they would be ready for him to move the pile driver to that place; and that on returning he had walked a short distance when he stepped on one of the slippery creosoted log stringers and fell into the stream, striking his knee against the end of a log, and fracturing it so that he was severely injured and crippled for life. The testimony is in conflict as to whether he was engaged about his duties at the time he undertook to cross the bridge; but the jury determined that issue of fact in his favor. The testimon3r on the part of the appellant showed that appellee was intoxicated at the time he fell, and that this condition was the proximate cause of his fall and injury; but the appellee and his witnesses denied positively that he had been drinking; and this issue was likewise determined in his favor by the jury.

The ground of negligence charged and relied upon by the appellee was that the appellant failed to exercise reasonable care to furnish him a reasonably safe place to work, in that the appellant failed to place decking or flooring across the stringers on which the laborers could walk in performing their work when the bridge came into constant use by the laborers as a means of going to and from their work. The proof discloses that custom *615 arily temporary bridges such as this, commonly used in connection with the construction of a permanent concrete and steel bridge, were not decked or floored until after the use of heavy machinery thereon had ceased. The proof on behalf of the appellant established the fact that one of the heavy machines used on the temporary bridge was a machine consisting of a crane or boom weighing approximately 29 tons, which was moved along the bridge by means of laying its own track on top of the stringers, which track consisted of mats about 4 feet wide and 10 feet long, constructed in two layers of 3 by 8, or 3 by 10 lumber, which mats were swung around by the machine in front thereof, and then picked up and laid again as the crane proceeded along the bridge; that it was impracticable to deck the bridge with the decking commonly used for flooring a bridge for the use of trucks until after the work of this heavy machine and the pile driver had been completed, for the reason that this machine would break and crush to pieces such decking.

On behalf of the appellee, it was shown that while it may not have been customary to deck the bridge in this manner while the heavy machine was still being used thereon, the mats used as a track for the machine could have been laid on top of the decking. In answer to this contention the appellant offered evidence to show that even then the weight of the machine would break and ruin some of the decking, unless the stringers were of uniform size, so as to form a level passageway.

Except for the fact that this temporary bridge contained several creosoted stringers on which any of the laborers were likely to step when momentarily forgetful of the particular type of stringer over which they were walking, we should be inclined to hold, under the- authority of the cases of Vehicle Woodstock Co. v. Bowles, 158 Miss. 346, 128 So. 98, 99; Seifferman v. Leach, 161 Miss. 853, 138 So. 563; Brown v. Coley, 168 Miss. 778, 152 So. 61; Hammontree v. Cobb Const. Co., 168 Miss. 844, 152 So. 279, and Newell Contracting Co. v. Flynt, 172 *616 Miss. 719, 161 So.

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Bluebook (online)
179 So. 345, 181 Miss. 606, 1938 Miss. LEXIS 101, Counsel Stack Legal Research, https://law.counselstack.com/opinion/stricklin-v-harvey-miss-1938.