Dalon Contracting Co., Inc. v. Artman

115 S.E.2d 377, 101 Ga. App. 828, 1960 Ga. App. LEXIS 1020
Court of Appeals of Georgia·Decided May 25, 1960·No. 38303·Published·Cited by 9 cases

Opinion

Townsend, Judge.

The Artmans purchased their home in February, 1958, and moved in during the latter part of March of the same year. Prior to taking possession they had the front part of the house interior redecorated, and the plaintiff himself painted the bedrooms. There were some few cracks in the plaster at that time, all but one or two of which were repaired and repainted. The house was in the $13,000-114,000 class, of frame construction with wood flooring, and walls of Gypsum board over which was placed a thin layer of plaster about 1/16 of an inch thick. It was built on sloping land on a cement block foundation nine feet in depth, above soil level in the rear and below soil level in the front, and the lower floor had been converted into a terrace apartment, which was in good condition, with some few cracks visible, and had been redecorated several months previously. Between May 1, and November 29, 1958, the defendant Henry C. Beck Company, its subcontractor Dalon Contracting Company, and that defendant’s subcontractors Smith & Riddle and Dalon & Brown Pipe Layers, Inc., set off numerous blasts of dynamite in order to remove rock from the construction sites of the six contemplated buildings for footings, tunnels, elevator pits and sewer ditches. Under the defendants’ evidence the largest shots set off at any one time consisted of 125 pound loads, and the locations nearest to- the plaintiff’s home were either 240 feet or 300 to 400 feet from the residence, depending upon *831 which version of the defendants’ evidence the jury chose to believe. By November, 1958, 86 to 90 cracks had appeared in the walls of the plaintiff’s home, of which not over 13 were old cracks or reopened cracks; some cracks were 15 to 17 feet long; in some cases plaster fell. Blasts were set off many times a day and on many consecutive days; there would be a lull in operations from time to time followed by renewed frequent blasting. The blasts rattled windows and dishes; felt, according to several witnesses, like a small earthquake; were loud enough to cause persons present to think a water heater had exploded in the house; sent dirt and debris flying through the neighborhood; on two occasions sent rocks through the roofs of neighboring homes; shook a curtain rod from a wall. Numerous new cracks appeared also in the downstairs apartment. Four property owners in the neighborhood testified to similar cracks appearing in houses owned by them and about the same distance or farther away from the blasting site than the plaintiff’s home during the same period of time. Generally the cracks would appear as small cracks, and would continue to lengthen and widen as the blasting continued. Complaints were made to the building superintendent, Gordon Wilson, by the plaintiff and other property owners but no change in technique or frequency was noticed thereafter. After the blasting ceased no new cracks appeared. Two expert witnesses testified at length for the defendant and one for the plaintiff; these men agreed that damage may be caused to houses as a result of dynamite blasts either from concussion waves through the air or vibration waves through the earth; that the blasts were not sufficient to cause concussion damage; that blasting which is severe enough to cause characteristic damage leaves a pattern of cracks of a type not apparent in the plaintiff’s house; that the type of earth or rock where the blasting occurs will affect its damage potential, as well as the strength of the charge and the manner in which it is detonated, and that vibration damage occurs as a result of stress resulting from the impact of energy-waves transmitted through the earth. They differed as to whether the blasting in question could have caused the cracks which appeared in the plaintiff’s house, the defendants’ witnesses testifying positively that it could not, and one of them analyzed each of *832 the approximately 90 cracks, and accounted for its presence on the basis that it was an old crack, that it was the result of earth settling, or termite damage, or improper support, either originally or as the result of installing a heating system, or wet rot, or splicing of wallboard, or other named causes. The plaintiff’s witness, on the other hand, while agreeing that these conditions, if they existed, would cause areas of stress, testified on the theory that where those areas of stress were not in themselves sufficient to cause visible damage, the areas of weakness in the structure would be first attacked and damaged by the super-added stresses set up by the blasting, and that in his opinion there was a causal relation between the two.

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Dalon Contracting Co., Inc. v. Artman, 115 S.E.2d 377, 101 Ga. App. 828, 1960 Ga. App. LEXIS 1020 (Ga. Ct. App. 1960).

115 S.E.2d 377 (Dalon Contracting Co., Inc. v. Artman) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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