National Concrete Construction Co. v. Duvall

150 S.W. 46, 150 Ky. 192, 1912 Ky. LEXIS 859
CourtCourt of Appeals of Kentucky
DecidedOctober 24, 1912
StatusPublished
Cited by6 cases

This text of 150 S.W. 46 (National Concrete Construction Co. v. Duvall) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
National Concrete Construction Co. v. Duvall, 150 S.W. 46, 150 Ky. 192, 1912 Ky. LEXIS 859 (Ky. Ct. App. 1912).

Opinion

Opinion op the Court by

William Bogers Olay, Commissioner —

Affirming.

Plaintiff, W. T. Duvall, brought this suit against the defendants, the Standard Sanitary Manufacturing Company and the National Concrete Construction Company, to recover damages for personal injuries. The court directed a verdict in favor of the Standard Sanitary Manufacturing Company, and the jury awarded damages against 'the National Concrete Construction Company in the sum of $5,000.' Prom that judgment the National Concrete Construction Company appeals.

The Standard .'Sanitary Manufacturing Company (hereinafter called the Sanit'aiy Company) was engaged in installing an air compressor at its plant in Louisville. The- air compressor was to be placed on a concrete base. The concrete base was to be set in the ground, and' to [194]*194this end the Sanitary Company made an excavation ahont 16 feet in width, 26 feet in length and 7 or 8 feet in depth. Por the purpose of anchoring the air compressor securely to the concrete base, a number of large steel or iron bolts were to be placed in the concrete and fitted in the corresponding holes in the air compressor. After «making the excavations, the Sanitary Company constructed a wooden frame, called a templet, which was to be placed over the top of the excavation, and from which the bolts were to be swung and set in the concrete, so as to be in proper position to fit the holes in the air compressor. The templet was made by the Sanitary Company and placed over the excavation. It rested on iron I-beams. The I-beams weighed about 400 pounds each. They not being quite long enough to extend over the excavation, it was found necessary to place some heavy planks over the excavation, upon which the I-beams were rested. After constructing the templet, it was found that it was too large to get it out the door. It was then sawed in two, and when placed over the excavation, there were cleats nailed across it to hold the boards together. The iron bolts were placed in proper position, and brick placed under them in the bottom of the excavation in order that they might not he shaken out of position when the concrete was being poured in.

The Sanitary Company employed the National Concrete Construction Company (hereinafter called the Concrete Company) to make the concrete base. The concrete was to be mixed on the outside and then poured into the excavation, After mixing the concrete, it was to be carried in buggies to the excavation and dumped in. These buggies, when loaded, weighed about 500 pounds.

The templet was completed on the night of May 31, 1910. On the morning of June 1, plaintiff, W. T. Duvall, a carpenter employed by the Sanitary Company, was directed by his foreman to go to the excavation and finish placing the iron bolts through the templet. His helper was a man by the name of Welch. When they arrived.at the excavation, it was found that the wrench which they had was not large enough to fit on the nuts that were to be screwed on the iron bolts. Plaintiff was in the excavation when Welch discovered that his wrench ..was too small. Welch then returned to .the shop to get another wrench. While he was gone, plaintiff was in [195]*195the bottom of the excavation spiffing some blocks, and was in a stooping position. While plaintiff was in the pit, the Concrete Company proceeded to lay its runways. The runways were heavy oak planks, 3 inches thick, 20 inches wide and 26 feet long. The runways according to some of the witnesses upon the I-beams; according to others on the templet. The concrete mixer was some distance from the corner of the excavation, and to reach it, the runways rested upon horses or forms, which were-placed' on the ground. As soon as the runway was placed, one of the Concrete Company’s servants ran a buggy of concrete out on the templet for the purpose of dumping it into, the excavation. This caused one of the I-beams to fall and strike plaintiff in the side, causing certain injuries which will hereafter be noticed.

Two witnesses testified to the' fact that Kimball, the Concrete Company’s foreman, knew of the presence of Duvall in the excavation. Plaintiff’s evidence also tends to show that neither the templet nor the iron beams upon which it rested were intended as a support for the runways, and that if so used it was necessary to furnish them additional support; that while the Concrete Company did furnish additional support in one place, the I-beams should have been supported in two places, in order to furnish a proper platform for the buggies loaded with concrete. There is also evidence tending to show that the mere motion of the buggies, unless the templet and iron beams were further supported, would have- a tendency to shake them out of their position and thus render them liable to fall. It was the contention of the Concrete Company that its foreman did- not know of the presence of Duvall in the excavation, although he did know that two of the Concrete Company’s helpers were there. There was an attempt also to show that the Concrete Company did not proceed with its work until it had been notified by the agents of the Sanitary Company that everything was in readiness.

We deem it unnecessary to give a more complete statement of the facts. It is sufficient to say that in spite of the Concrete Company’s claim that it did everything within its power to make its runway safe,.there was evidence tending to show negligence on its part, and it cannot be said that the jury’s finding upon the facts is flagrantly against the evidence.

[196]*196One of the Concrete Company’s principal contentions is that the verdict is excessive. According to plaintiff’s evidence, one of. the iron beams, weighing several hundred pounds, struck him in the side and groin. He could not straighten up, and was not able to get out of the hole. He was afterward carried to the hospital, where he remained about eleven days.. He then went to his home, and remained in his bed four or five weeks. After that he was up and down. After being up a while he would have to go back to bed., He suffered with intense pain in his testicle. After stooping or walking, his testicle would swell up. Several months later, he went to work and was earning $1.0 a week wrapping up shoes. He was unable to do any heavy work.. On one occasion, while working in the Stewart Dry Goods Company’s store, he attempted to polish some counters. This work was too heavy for him, and he had to take a rest on account of it. Prior to the accident, he weighed' about 167 pounds; when he testified he weighed about 148 pounds. On account of the accident, he had lost all sexual desire, and all power of procreation. At times his spermatic cord pained him very much. • Ever since he was hurt, he had been in a nervous condition, and the least thing got him all to pieces. Prior to his injury he was as. strong as anybody. Dr. Oscar .Bloch, plaintiff’s family physician, first saw him at the hospital. When the doctor saw plaintiff, plaintiff was apparently suffering a great deal. Plaintiff had great tenderness over the vermiform appendix. At one time, witness .thought that the case would terminate in appendicitis, but that passed away. While he saw no external marks of injury, plaintiff was quite swollen, and apparently tender. In speaking of plaintiff’s condition at the time he testified, Dr.

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Bluebook (online)
150 S.W. 46, 150 Ky. 192, 1912 Ky. LEXIS 859, Counsel Stack Legal Research, https://law.counselstack.com/opinion/national-concrete-construction-co-v-duvall-kyctapp-1912.