Shore v. American Bridge Co.

86 S.W. 905, 111 Mo. App. 278, 1905 Mo. App. LEXIS 493
CourtMissouri Court of Appeals
DecidedMarch 27, 1905
StatusPublished
Cited by8 cases

This text of 86 S.W. 905 (Shore v. American Bridge Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Shore v. American Bridge Co., 86 S.W. 905, 111 Mo. App. 278, 1905 Mo. App. LEXIS 493 (Mo. Ct. App. 1905).

Opinion

JOHNSON, J.

Plaintiff sued to 'recover damages for the death of her husband, Muntford J. Shore, alleged to have been caused by the negligence of defendant. She [285]*285prevailed in the trial court. At the time of his death, October 25th, 1902, Shore was in the service of defendant at work upon an iron viaduct in process of construction on Allen avenue in Kansas City. He belonged to a crew consisting of himself and two other workmen engaged in riveting bolts. To perform the duties required of them, it was necessary for the men to work from the under side of the structure upon a scaffold suspended therefrom. Other members of the crew heated the rivets and held them in position. Shore' did the driving using for that purpose a heavy hammer wielded with both hands. While so engaged he fell from the scaffold to the ground, a distance of some 28 feet, receiving injuries from which his death immediately resulted. The scaffold from which he fell was constructed in this manner: Two pieces of round iron pipe, each 18 or 20 feet long and about three and one-half inches in diameter, suspended from the structure by ropes attached to their ends, were swung parallel to each other about eight feet apart. Four boards, each 12 feet long, 1 foot wide and 2 inches thick, were laid across the pipes called needle beams in a manner to form a platform in area 8 feet by 4, upon which the men stood in performing their work. Each end of the boards projected two feet beyond the space enclosed by the needle beams. The boards were not attached to the beams, being held in place by their own weight and that of the load they carried. It is conceded the frequent shifting of the position of the scaffold required in the prosecution of the work made it impracticable to fasten the boards to the beams. It was customary for each riveting crew to build scaffolds .for its own use, but in this instance Shore’s crew was ordered to complete work begun by another, and under defendant’s directions used needle beams suspened by the latter. The scaffold left bv Shore which was built by him and his fellow workmen, differed from the one described in one respect: In[286]*286stead of having the two iron pipes for needle beams, it had one pipe and one wooden beam about 20 feet long and 4 by 6 inches in its other dimensions.

■ The averments of the petition charging negligence are as follows: “. . . that defendant in disregard of its duty was negligent and failed to furnish said Shore with reasonably safe appliances with which to work in this, that defendant' negligently failed to furnish any timbers 4 by 4 or 4 by 6 inches through, and negligently failed to furnish any proper or suitable material for needle beams for the scaffold on which said Shore was at work on said October 25th, but, on the contrary, negligently and carelessly directed and caused said scaffolds and the scaffold on which said Shore was working to be constructed of needle beams of iron pipe . . . that said iron pipes were unfit for needle beams . . . and were an unsafe and dangerous appliance . . . for the reason that the boards of said scaffold Avhen placed thereon were likely with the motion of the men at Avork ... to slip or roll off, as they will not where timbers such as the one described above are used,” etc. The answer in addition to a general denial pleaded assumption of risk and contributory negligence.

The complaints most earnestly pressed upon us relate to the action of the learned trial judge in overruling defendant’s demurrer to the evidence. In the first place, it is said the evidence fails to’ support plaintiff’s claim that the use of iron pipe for needle beams increased the danger over that involved in the úse of wooden beams. This contention to be sustained must be based upon the assumption that the physical facts disclosed do not admit of the conclusion that the risk Avas enhanced, for the weight of the oral evidence greatly preponderated upon the side of an increase of danger. The length of the suspending ropes Avas at least seven or eight feet. The driver standing upon the platform delivering blows with a heavy hammer upon the structure above him necessarily communicated a swaying motion to the scaffold. It [287]*287appears too plain for discussion that with such continuous oscillation the hoards would undergo gradual displacement in any kind of construction which left them unfastened to the beams. It is equally as clear such tendency to move and slip would be far more certain and pronounced with the boards resting upon a mere line of contact with a hard smooth substance than would be the case if they had for their support a rough surface several inches in width. A number of witnesses testified that proper construction required the use of wooden beams. We are not justified in disregarding their testimony, which would have to be done should we declare, as a matter of law, the construction reasonably safe for the purposes for which it was intended.

Further, it is said the evidence fails to connect the defect in the beams with the injury: that under the facts disclosed the fall may be attributed to any one of a number of causes independent of the one charged. None of the men who worked with Shore was introduced as a witness. Only one witness whose testimony was offered saw him fall. When this witness’s attention was first attracted, Shore had left the scaffold in his descent— was in mid air. The position of his body indicated he had fallen between the needle beams. One of the platform boards also fell from the scaffold between the needle beams at the same time; just when, with relation to Shore’s precipitation, is not shown, but. the unfortunate man was first to reach the ground and received his mortal injury from the striking of his body by the falling board. The facts are sufficient to show the proximate cause of the fall was the slipping of the boards which fell until one end thereof was deprived of support, as the result either of a gradual displacement of the board or the sudden rolling of the pipes. To attribute the fall to any other cause would be the result of mere conjecture and speculation. The fact that Shore and the board both fell between the beams and not outside of them makes it difficult to believe that he accidentally stum[288]*288bled or inadvertently stepped on the projecting end of the board; or that in delivering a blow, his hammer caught in some part of the overhead construction, all of which are suggested as possible happenings. It is true, the burden is upon plaintiff to show the existence of the negligent act and injury directly resulting therefrom and mere proof alone of negligence and injury is not sufficient without evidence tending to establish a connection between them. But when facts and circumstances are shown from which with reasonable certainty the existence of such elemental fact may be inferred, the burden of proof is sustained. Frequently, it occurs that what .are termed physical facts speak more accurately and truthfully than the tongues of living witnesses, and when such facts show a causal connection between negligence and injury, speculation should not be indulged to defeat plaintiff’s right of recovery. Conjecture is not permissible in aid of either party. Nothing said is inconsistent with the rule followed in the line of decisions cited by defendant, of which Warner v. Railway, 178 Mo. 125, may be taken as a type.

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Bluebook (online)
86 S.W. 905, 111 Mo. App. 278, 1905 Mo. App. LEXIS 493, Counsel Stack Legal Research, https://law.counselstack.com/opinion/shore-v-american-bridge-co-moctapp-1905.