Breslin v. Blair

60 S.W.2d 337, 249 Ky. 178, 1933 Ky. LEXIS 479
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedMarch 7, 1933
StatusPublished
Cited by9 cases

This text of 60 S.W.2d 337 (Breslin v. Blair) 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
Breslin v. Blair, 60 S.W.2d 337, 249 Ky. 178, 1933 Ky. LEXIS 479 (Ky. 1933).

Opinion

Opinion op the Coubt by

Cbeal, Commissioneb

Affirming.

In an action for damages for personal injuries sustained by the cave-in of a sewer trench in which he was at work for F. Gr. Breslin, George Blair recovered judgment for $5,000, and Breslin has appealed.

Appellant had a contract with the city of Louisville to construct a sewer along Lydia street and at the time of the accident the work had progressed to a point near Eastern Parkway. The trench was 3 feet in width and about 17 or 18 feet in .depth. The principal part of the excavating was done by a steam power machine known as a “Keystone Excavator.” The machine was operated from the surface at the head of the trench moving forward as the work progressed. The ditch could not be so finished with the machine as to be ready to receive the sewer pipe, so picks and shovels were used by workmen to finish and prepare the grade of the bottom of the trench preparatory to laying the pipe. In doing this, the workmen would throw the dirt forward where it would be taken up and removed by a *180 bucket on the end of the arm'or beam'of the excavator. Blair was engaged in doing this work when the walls of the trench caved in, covering him and a fellow' workman with a great' mass of earth. The other workman was killed and Blair sustained serious injuries. Appellant does not seem to question the nature or,seriousness of the injuries sustained by appellee, and we shall not attempt to give a detailed statement as to the nature of his injuries except in so far as may be necessary to a proper discussion of some of the grounds urged for reversal.

In appellee’s petition filed in the Jefferson circuit court it is alleged that the cave-in and his resultant injuries were due to the negligence of appellant in failing to provide him a safe place' in which to perform his work and in not properly bracing the walls of the trench so as to prevent the cave-in and in not furnishing and providing proper timber with which to do the necessary bracing.

In addition to a general denial of the allegations of the petition, appellant, as affirmative defenses, pleaded contributory negligence, assumed. risk, and fellow .servant; and further that appellant had elected to ánd was operating under the Kentucky Workmen’s Compensation Act (Ky. Stats., sec. 4880 et seq.), and appellee had signed a compensation register kept by appellant agreeing to accept the provisions of that act; that after ap-pellee received his injuries, he and appellant agreed in writing that appellee should be paid and compensated under the provisions of the compensation laws of this state, and relying on that agreement, appellant had from January 17 to April 14, 1930, paid to appellee installments aggregating $152.10; that by signing such agreements and accepting such payments appellee was barred and estopped to maintain this action. All affirmative allegations of the answer were controverted by reply, thus completing the issues.

As grounds for reversal, it is argued: (1) That the court erred in not sustaining appellant’s-motion for a peremptory instruction; (2) that instructions to the jury were erroneous; (3) that the verdict of the jury is flagrantly against the evidence; (4) that the court erred in not requiring the jury to return a separate-general verdict; (5) the admission of incompetent evidence; (6) improper and prejudicial statements made by counsel for appellee in the closing argument before the jury.

*181 The argument that the evidence was not sufficient to take the case to the jury and that the verdict is flagrantly against the weight of the evidence may be disposed of together. The argument that the evidence was not sufficient to take the ease to the jury is, in effect, a challenge to the credibility of the witnesses. There is evidence for the appellee to the effect that at the time of the cave-in, the walls of the sewer for some distance back from the machine were unbraced and that some of the bracing that had been done was improper and insufficient. There is considerable evidence bearing on the question of the character of bracing necessary under the conditions that existed in that particular instance. There is evidence to the effect that what is known as picket bracing was being used in this trench. As we understand it, this character of bracing is done by putting in and bracing a single piece of timber or board at intervals. Some of the witnesses who by training and experience were qualified to speak on this question indicated that for a ditch of the depth of this one and in the character of soil along Lydia street, picket bracing was not sufficient, but that the bracing . should be of solid, well-braced sheeting. Their evidence was also to the effect that it was extremely hazardous and dangerous to work in a ditch of this character with the walls unbraced or improperly braced. It is shown in the evidence that the dirt removed from the trench was piled to a height of several feet along the side and that this added weight and pressure, materially increased the danger of cave-ins. Some question is made as to the practicability of bracing the ditch for some distance back of the excavating machine. There is evidence for appellant to the effect that bracing cannot be done as far back as the beam on the machine reaches' because the bracing would interfere with the operation of the beam.' However, some of the engineers and men exprienced in construction work, who testified for appellee, stated that the walls could be braced as the ditch went down So as not to interfere with the- operation of the- machine. There is also a conflict in evidence as to whether it was the duty of appel-lee to brace the walls as the work progressed and thereby make the place in which he worked safe. He testified that it was not his duty to brace the walls, while, on the other hand, there is much evidence to the effect that if was his duty. He also testified that he protested against working in the ditch where the walls were not *182 braced, but that Tom Davidson, appellant’s foreman in charge of the work at the time, assured Mm that it was safe and directed him to go ahead with his work. Mr. John E. Lynch was the head foreman for Mr. Breslin in charge of this work, but there is evidence that Tom Davidson also was a foreman or an assistant foreman under Lynch, and that in the absence of Lynch he had full and active authority and control over the work and of the other employees. There is- a sharp conflict in evidence, however, on this question. Breslin, Lynch, and others testified that Davidson was not a foreman and was not authorized to act as such in the absence of Lynch or at any time. Davidson testified that he was foreman and was acting, as such when the accident occurred; that he hired and discharged employees for Breslin. In - this he is corroborated by a number of others.

There is likewise a marked conflict in evidence as to whether appellant furnished adequate and suitable material with which to brace the section of the trench where Blair received his injuries. Davidson was the principal -witness for appellee on» that question, and stated that there was not sufficient, suitable material to properly brace the walls of the trench.

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Bluebook (online)
60 S.W.2d 337, 249 Ky. 178, 1933 Ky. LEXIS 479, Counsel Stack Legal Research, https://law.counselstack.com/opinion/breslin-v-blair-kyctapphigh-1933.