The Hudson river forms the boundary between the town of Queensbury, Warren county, and the town of Moreau, Sara-toga county. The village of Glens Falls in the town of Queensbury and the village of South Glens Falls in the town of Moreau adjoin one another on opposite sides of the river and are connected by a highway which passes over a highway bridge erected in 1890. In 1896 a franchise was granted by said towns to the Glens Falls, Sandy Hill and Fort Edward Street Railroad Company to use said bridge upon complying with certain requirements, one of which was as follows: “The said Company shall strengthen the stringers of said bridge to the amount necessary to carry safely the cars of the said Company, and any other weight which may at the time be lawfully upon said bridge.” Thereupon said railroad replaced two lines of stringers under the roadway of the bridge upon its west side where the track was to be located. The old stringers were eight inches in height and weighed about seventeen and one-fourth pounds per running foot while the new stringers were twelve inches in height and weighed about forty pounds per foot. The track was then laid above the new stringers and cars were operated thereon without any objection raised until 1905. In 1901 said railroad was merged in and became a part of the system of respondent, the Hudson Valley Railway Company, which has continuously used said bridge from that time. In 1905 complaint was made regarding the condition of the bridge and by the direction of the State Board of Railroad Commissioners it was examined by an engineer. This expert recommended certain repairs and alterations as necessary to render the bridge safe under the then existing loads and drew up plans and specifications therefor. A controversy arose as to who should pay for such repairs and alterations and in 1907 the town of Queensbury commenced an action against respondent alleging that its use of the bridge created a danger on accoimt of the great weight of its cars which the bridge was unable to sustain with safety. Judgment was demanded that the respondent' be compelled to remove its track and to cease to operate its cars over the bridge. About the same time the commissioner of highways of the town of Moreau obtained a *260show-cause order for a writ of mandamus to require the respondent to strengthen said bridge so as to bear safely the weight of respondent’s cars in addition to the usual highway traffic over the bridge. Thereafter said action and special proceeding were in effect consolidated by a stipulation signed by all parties to the effect that respondent should proceed at once to make the needed repairs and that all questions as to the right to use said bridge and the liability of any or all parties for the repairs to be made should be decided later in said action and proceeding. Evidence was thereafter taken at Special Term and a decision rendered by the court in which it was held that the total cost of repairs, the sum of $10,294.11 which had been expended by the respondent, should be apportioned as follows: That the cost of two additional lines of stringers under the tracks and additional cross supports for the roadway amounted to twenty-six and twenty-two one-hundredths per cent of the total amount expended, or $2,699.12, for which the respondent was liable, but that the cost of the balance of the work amounting to $7,594.99, should be borne equally by said towns. Judgment was thereupon entered against each town in the sum of $3,797.49 in favor of the respondent, with interest and costs, from which judgment appeals have been taken by the towns of Queensbury and Moreau.
It appears that the bridge in question was a pin-connected, single span, parabolic truss bridge 177 feet 10 inches long, of standard make and construction, although in some respects not quite up to the most recent standards of bridge construction for heavy highway traffic. There is no evidence, however, that the bridge as originally constructed would not have been at the time of the repairs in 1907' a safe and satisfactory structure to carry both the highway travel and also cars of the type that were used by the original owner of the franchise in 1896 and for some years thereafter. Such cars ranged in weight from eleven to fifteen tons and no freight cars were then in operation. Prior to 1907 the cars operated over said bridge had increased in weight and carrying capacity so that in 1907 cars weighing from eleven to thirty tons and motors weighing forty tons and hauling each a freight car weighing twenty tons were used. Thus the maximum weight sup*261ported by said bridge at any one time on account of respondent’s rolling stock has increased from about fifteen tons to more than sixty tons. The repairs which were concededly necessary in 1907 if the bridge was to be subjected to such a user consisted principally of an extra third truss running from pier to pier underneath the floor of and along the center of the bridge, and it is to he relieved from paying for this principal item of repairs that the said two towns have appealed.
The contention of the appellants is, inasmuch as this bridge was rendered unsafe by the excessive load placed thereon by the respondent and was adequate for all highway purposes except the use to which it was subjected by the defendant, that the defendant is bound both under the terms of franchise and of the statute to pay all costs of strengthening, or if necessary rebuilding the said bridge to sustain the load which the defendant itself should place thereupon. The claim of the respondent, however, is that there is no obligation under the statute for it to rebuild or strengthen this highway bridge which is used in common by the defendant with the public, and that under the franchise it was simply bound to replace the stringers, and for the expense of replacing the stringers the defendant has already been charged by the judgment. It seems clear to me, however, that the franchise should have a broader interpretation. Replacing the stringers was apparently all that was necessary to support the load that was contemplated in the use of the bridge by the defendant road or its predecessor, to whose obligations it succeeds. That the duty was a continuous one and applied to all loads that might thereafter he placed upon the bridge by the defendant is not questioned. As I read the franchise the duty to “ strengthen the stringers of said bridge to the amount necessary to carry safely the cars of the said Company, and any other weight which may at the time be lawfully upon said bridge ” is not satisfied by simply replacing the stringers, which under the form of construction then existing would not be sufficient to carry the greatly increased load which defendant later placed upon the bridge, but those stringers must be strengthened if necessary by trusses or supports in such a way as to make the bridge safe for the use of the public in connection with the use to which *262the defendant might put it. It was clearly the intention of the parties that the increased load should be taken care of by the defendant, and such intention expresses only the natural obligation of the defendant, in the light of which this franchise must be construed. Inasmuch, therefore, as the repairs were rendered necessary solely for the increased weight placed upon the bridge by the defendant, the towns of Queensbury and Moreau were not liable to make any contribution thereto, and the judgment should be modified so as to place the entire cost of construction upon the defendant and to charge no part thereof to either of the towns appealing. In view of the construction which I deem should he given to the franchise itself it is unnecessary to discuss what obligation may exist upon the defendant to hear the entire cost of the repairs under the Railroad Law of the State.
The judgment should be modified as per opinion, and as modified affirmed, with costs to each appellant.
All concurred, except Kellogg, J., dissenting, in memorandum.