Toledo, Peoria & Warsaw Railway Co. v. Conroy

68 Ill. 560
CourtIllinois Supreme Court
DecidedSeptember 15, 1873
StatusPublished
Cited by19 cases

This text of 68 Ill. 560 (Toledo, Peoria & Warsaw Railway Co. v. Conroy) is published on Counsel Stack Legal Research, covering Illinois Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Toledo, Peoria & Warsaw Railway Co. v. Conroy, 68 Ill. 560 (Ill. 1873).

Opinion

Mr. Chief Justice Breese

delivered the opinion of the Court:

This was an action on the case, under the statute, brought in the Peoria circuit court by Michael Conroy, administrator on the estate of John Conroy, against The Toledo, Peoria and Warsaw Railway Company, to recover damages for the death of John Conroy, caused, as is alleged, by a defective bridge erected by the defendants.

The cause was tried by a jury, who found for the plaintiff fifteen hundred dollars in damages, on which finding the court, after overruling a motion by defendants for a new trial, rendered judgment.

To reverse this judgment the defendants appeal, and assign several errors, on which they raise points, which we have fully considered.

The first point elaborated by appellants is, the refusal of the court to permit appellants’ bridge builder, John Palmer, to give his opinion, as an expert, whether the accident was caused by defects in the bridge or not.

We do not think there was any error in this, as the condition of the bridge at the time of the accident was not a scientific question—not a question to which an expert bridge builder could give any more satisfactory answer than practical busines's men of common observation and experience could give. The most renowned bridge builders of modern times Avould be no more competent to pronounce on the defects in the timbers of that bridge than the miller, Jackson, Avho saw, from his mill door, the bridge give a lurch to the south when an engine went on it, not far from the spot where the engine in question went off, and who examined the timbers, and saAV with his own eyes the trestle Avork, and who says there Avas nothing there of any account to support the upright—the tenon was rotted off. Several other Avitnesses testify to the same effect, rendering the opinions of experts of no value. Their testimony was to the facts themselves, as they existed at the time of the accident.

The point next urged by appellants, and with great zeal and ability, is, that the testimony of hppellee presents no basis on which to raise a presumption of negligence in regard to the bridge, as they have failed to prove that the bridge Avas the proximate cause of the accident, or that the train broke it down in passing over it on the rails, and hence, they argue, the condition of the bridge timbers after the accident furnishes no presumption that the bridge was so decayed as to be unsafe.

Their theory is, that the engine left the track before it got on the bridge; that it plunged along the ties, and in this manner struck the timbers of the bridge. This, they argue, would furnish no evidence of negligence.

There was much testimony to this point. Witnesses for appellants, persons in their employment, Avith one exception, sustain this vieAV, whilst those on behalf of appellee, who examined into the condition of the track near the east end of the bridge, where the accident occurred, concur in saying there were no indications tending to sustain such a proposition. Here was a conflict which it was the peculiar province of the jury to settle, and we can not say they have settled it improperly. There is much testimony from which the jury might fairly infer the bridge broke down from the rotten and decayed condition of the timbers. It had been erected about fifteen years—a common trestle bridge, uncovered and unpainted. An ordinary wooden structure like that, exposed to the storms of fifteen years, should be expected to be, by the end of that term, in a state of decay demanding the utmost vigilance of the company. They were bound to know the nature of the structure, and they are justly chargeable with negligence in failing to find out and remedy its defects. It is in proof such was the condition of some of the materials that a stick could be easily thrust into them, and though they exhibited no outward sign of decay, were rotten at the heart.

Hot a person in the employment of the company stated that any tests were made, such as by boring or chopping, to ascertain the condition of the timber’s. They had, months before the accident, direct notice of the unsafe condition of this structure.

It is true, some repairs had been put on the bridge a short time before the accident, but there was no thorough overhauling, no searching to find out defects—a glance being deemed sufficient to satisfy the employees of the company of its safe condition. Trains of cars had passed over it safely the day before, and it had been subjected, quite recently, to the heaviest strains which can be imposed upon a bridge : the switching being done upon it. All this should have admonished the company that the structure required a thorough examination. One so frail as that was, could not reasonably be expected to survive forever all the shocks to which it must be subjected. The pitcher taken once too often to the fountain, was at last broken. It was the last feather that broke the camel’s back.

In the light of the evidence, as we read it, we do not see how the jury could have found on the question of negligence otherwise than they did find. The bridge was a dangerous structure, and known to be so by appellants. Bail road bridges should be constructed of the best and most durable material —of such material as will promise the greatest amount of safety to the public. If wood is not that material, iron should be used. But of whatever material, they should be subject, periodically, in each year, to the closest examination. Some evidence was introduced to show this bridge had been repaired not long before this accident; but those repairs were slight, and at the west end. Bo thorough examination and repairs were had, and in this appellants were negligent, and to such a degree as to merit the severest censure.

It is further urged by appellants, to sustain their theory, that the engine was reversed, which could not have been done by the driver if the bridge had given way directly under him —that it was not possible for him to reverse his engine on a falling bridge.

This is mere conjecture of the witnesses. Bo person testified that the engine was reversed by the driver. A witness, named Barney, testified he was an engineer; saw this engine; it was right side up; went along the track, and could see no signs that it had been off the track before it reached the bridge; the train was going west; the steam was let on reverse; the lever stood in a reverse position ; it is held by a dog slipping into notches on the quadrant; in this engine the notches were all mashed over; think the fall occasioned it; the notches were mashed over on the reverse side, of course, as the lever would be forced back ; looked to see if the engine was off before it came to the bridge, but saw no signs; think the fall caused the reversed lever to be knocked back; the notches in the quadrant looked as if it had been forced back ; they were mashed.

There is nothing to question this testimony, and it fully explains how the engine happened to be reversed. It -was caused, no doubt, by impinging upon the obstacles it met in falling through the bridge; and that the bridge fell by its own weakness and inability to support, at that moment, the weight then upon it, there can be no doubt.

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Bluebook (online)
68 Ill. 560, Counsel Stack Legal Research, https://law.counselstack.com/opinion/toledo-peoria-warsaw-railway-co-v-conroy-ill-1873.