Loyd v. Pierce

89 S.W.2d 1035
CourtCourt of Appeals of Texas
DecidedDecember 13, 1935
DocketNo. 13275.
StatusPublished
Cited by1 cases

This text of 89 S.W.2d 1035 (Loyd v. Pierce) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Loyd v. Pierce, 89 S.W.2d 1035 (Tex. Ct. App. 1935).

Opinion

MARTIN, Justice.

We adopt the statement of the case as contained in appellant’s brief, as follows:

The suit arises out of the death of A. A~ Pierce on April 10, 1933, while he was working as an employee of J. Ernest Loyd in the construction of a bridge and overpass about twelve miles west of Fort Worth on state highway No. 10. Ona Pierce, a feme sole, and her two children, Alvin Archie Pierce, and Leroy Pierce, minors, who appeared by their next friend, were plaintiffs. Although it was not alleged in the petition upon which the plaintiffs went to trial, it appeared from the undisputed evidence that Ona Pierce was the'surviving' wife of A. A. Pierce, and the minors, Alvin Archie Pierce and Leroy Pierce, were the children of A. A. Pierce and Ona Pierce. The plaintiffs had previously collected compensation insurance in ■ the way of death benefits from the insurance company that insured the employees of J. Ernest Loyd *1036 under the Workmen’s Compensation Act (Vernon’s Ann.Civ.St. art. 8306 et seq.), so the question of actual damagas was not involved, except the plaintiffs prayed that they had sustained actual damages and the amount thereof in order to make out their cause of action for exemplary damages.

J.. Ernest Loyd had made a contract with the highway department of the state of Texas to construct a combination bridge and overpass near Benbrook, which is approximately twelve miles west of Fort Worth. The work was part of a Federal Aid Project incident to the improvements of state highway No. 10 between Fort Worth and Granbury. In the beginning the highway department had hauled a large quantity of soil and made a large ■embankment to serve as an approach to this bridge and overpass. The undisputed ■evidence shows that the soil, consisting almost entirely of clay, was placed upon the earth in layers of approximately one foot in depth, and then wet and rolled with a ten-ton roller, and each layer was thus treated. The testimony of the engineer and of the men experienced in that class of work was to the effect that the soil such as was used in this instance, when thus treated and allowed to dry and set, which was done in this case, was firmer than the natural earth.

After the construction of the embankment under the supervision of the state engineer, the contract was then made for the construction of the bridge and overpass by the defendant. Of course, in the work incident to such construction it was necessary that excavation be done for the abutments and pier holes. A. A. Pierce, now deceased, was working with seven other laborers digging a large hole for the abutment on the north side of the Texas & Pacific Railroad. This hole was 14½ feet wide, 22 feet long, and approximately 14 feet deep at the time of the accident. The walls were practically perpendicular. The soil was so hard that the laborers were required to dig with picks. After being picked the loose clods were shoveled into a large pan, which was hoisted out of the hole and dumped nearby. The power for this purpose was furnished by a gasoline engine.

■South of- this hole excavation work was in progress for two pier holes, each of which was nine feet square. The north wall of these pier holes was 28 feet and 3 inches from the south wall of the abutr ment hole, and the walls thereof were perpendicular. The excavation in these holes had proceeded to such depth that the bottom of the holes was approximately 23 feet below the bottom of the abutment hole, where A. A. Pierce was working. Also, the excavation work in the pier holes (not the abutment hole) was being done in solid rock, necessitating the use of dynamite in blasting for the purpose of breaking and releasing the rock. This work was being done under the supervision of R. C. Montgomery, of Fort Worth, Tex., who has had many years of experience. L. G. Rhodes was a foreman, working under Montgomery.

On the morning of April 10, 1933, there were two-shots of dynamite. The second shot occurred some time shortly preceding the time when the south wall of the abutment hole sloughed off and injured A. A. Pierce to such an extent that he died shortly thereafter. Although the witnesses gave various estimates as to the time intervening between the second shot of dynamite and the accident wherein A. A. Pierce was killed, the jury found such intervening period to be five minutes.

The pleadings of the plaintiffs are rather verbose, and allege many acts of negligence upon which no proof was offered. The gist of the petition filed by the plaintiff is to the effect that the dynamite was being used and exploded in the pier hole or pier holes near the place where A. A. Pierce was digging, and that the explosion of dynamite which occurred shortly before the accident in question caused the wall of the abutment hole to cave in, resulting, of course, in his death. It was alleged .that W. P. Brothers, the superintendent on the job, was guilty of gross negligence in failing to notify Pierce about the explosion of such dynamite, and that he was guilty of gross negligence in failing to place braces in the hole where Pierce was digging.

In addition to a general demurrer and general denial, the defendant pleaded, particularly, that during the progress of the work incident to constructing the overpass and bridge, the conditions as to safety were transitory and changing from day to day, that the changes were brought about by the laborers themselves, that the very work of the laborers, including A. A. Pierce, created and changed the environment under which they were working, and that these conditions, including the fact that no *1037 sheeting or braces were placed in the pier hole, were patent and obvious to A. A. Pierce and' the other laborers working with him. It was alleged that A. A. Pierce, by accepting the employment and continuing the work, knowing these conditions to exist, necessarily assumed the risks and dangers incident thereto. The defendant further pleaded that if there were any cracks or other defects in the wall of the abutment hole at the time of and shortly before the accident, then such defects were latent or hidden and were not discovered by the frequent inspections which were made. The defendant also pleaded negligence of a fellow servant in failing to report to the superintendent in charge of the work, a condition which caused him to believe that the hole was dangerous and might cave in, even though the servant knew that the defendant and his superin-tendant were ignorant of such condition.

The trial court overruled defendant’s motion for a peremptory instruction made at the close of the evidence, and submitted the case to the jury. In answer to special issues the jury found; that W. P. Brothers “or someone acting under him” failed to notify A. A. Pierce about the dynamite which was exploded in pier hole about 28 feet south of the abutment hole, where he was working. That such failure to notify Pierce was gross negligence which was a proximate cause of the accident. The jury also found that the failure on the part of W. P. Brothers to place braces in the hole in which Pierce was working was gross negligence and a proximate cause. Exemplary damages were assessed at $8,000, and the court rendered a judgment against the defendant for that amount.

The defendant filed a motion for a new1 trial, and subsequently filed an amended motion.

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Related

Pierce v. Loyd
114 S.W.2d 867 (Texas Supreme Court, 1938)

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Bluebook (online)
89 S.W.2d 1035, Counsel Stack Legal Research, https://law.counselstack.com/opinion/loyd-v-pierce-texapp-1935.