65 A. 298 | N.H. | 1906
"Towns are liable for damages happening to any person, his team or carriage, traveling upon a bridge . . . upon any highway, by reason of any obstruction, defect, insufficiency, or want of repair of such bridge, . . . which renders it unsuitable for the travel thereon." Laws 1893, c. 59, s. 1. The principal question raised by the exceptions is whether the alleged defect was a defect in the bridge described in the record, within the meaning of the statute. A "bridge" is defined to be "any structure which spans a body of water, or a valley, road, or the like, and affords passage or conveyance." Cent. Dict.; 4 Am. Eng. Enc. Law (2d ed.) 919, and 5 Cyc. 1052, and authorities cited therein. This definition necessarily implies that the term includes the abutments, if any, upon which the portion of the bridge specially designed for travel rests, and all other portions of the structure that are required to render it complete according to the plan on which it is built. The portion of the highway occupied by such completed structure is a bridge, within the ordinary meaning of the term. Tinkham v. Stockbridge,
In this case there was evidence from which impartial men might reasonably find that the defect in question was a defect in the bridge, within the true meaning of the term as used in the statute. No question is or can reasonably be made but that the difference in the levels of the planking and the header appertained to the bridge. While this difference was small, it cannot be said that it was not a defect, especially in connection with the depression beyond. Its natural tendency was to produce a jolt, more or less severe according to the character of the wagon and the speed the wagon was drawn. It might reasonably be found from the testimony that their depression beyond the header was over the abutment and over cobblestone filling required to protect the abutment and complete the bridge structure, and so was upon the bridge. While this depression was not very deep, its natural tendency was also to produce jolts in a passing wagon. It was certainly a defect in the way, and it does not appear probable that reasonable, impartial men would unanimously find that it alone, or in connection with the other defect mentioned, did not render the way unsuitable for the travel over it. The defendant's position, that as the defect was not in the abutment itself or the cobblestone filling, but in the sand and hardpan surfacing, it was therefore not in the bridge structure, cannot be sustained. The surfacing above the abutment and filling was as much a part of the permanent structure as were the abutment and filing. The fact that the depression arose from the wear of passing travel, instead of from faulty construction, is immaterial. The statute makes no distinction of this kind.
The defendants' motions were all properly denied. No exception was taken to the court's definition of a bridge in his instruction to the jury. It may be said, however, that it appears to have been in accordance with the law.
Exceptions overruled.
All concurred. *82