Town of Packwaukee v. American Bridge Co. of New York

183 F. 359, 105 C.C.A. 579, 1910 U.S. App. LEXIS 5053
CourtCourt of Appeals for the Seventh Circuit
DecidedOctober 4, 1910
DocketNo. 1,672
StatusPublished
Cited by2 cases

This text of 183 F. 359 (Town of Packwaukee v. American Bridge Co. of New York) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Town of Packwaukee v. American Bridge Co. of New York, 183 F. 359, 105 C.C.A. 579, 1910 U.S. App. LEXIS 5053 (7th Cir. 1910).

Opinion

SEAMAN, Circuit Judge

(after stating the facts as above). The judgment against the town of Packwaukee, plaintiff in error, is for the contract price of a bridge, constructed by the American Bridge Company, plaintiff in the suit, for a highway crossing over Fox river, with complete performance of the contract as the ultimate fact at issue under the pleadings. In the plaintiff’s complaint, after statements of authority for entering into the contract, and that it was made between the parties, full performance is averred on the part of the plaintiff, and refusal of the town to accept and pay for the work. It further specifies objections raised by the town for failure to comply with the contract in various requirements, alleges such claims to be “wholly without foundation,” and compliance with the contract in each instance referred to. The answer admits all the allegations, except such performance, and sets up various specifications of failure therein, which include change in location of the bridge, and insufficiency of piling, both in material and work provided by the contract, and of stone and mason work in abutments and center pier, whereby such structures were insecure, so that the bridge work placed thereon failed to operate in conformity with the contract requirements. Aside from minor counterclaims set up for alleged useless expense incurred by the town in inspection and in building highway approaches, the defense rests entirely on denial of liability, in whole or in part, for [361]*361want of substantial performance by the contracting plaintiff; and these averments, if both provable under the contract provisions and circumstances in evidence and proven in fact, may well defeat recovery upon the contract, under the utmost liberality of authorities cited in reference to performance of like work beneficial to the defendant. On the trial of the issues thus presented, much testimony was received tending to support the alleged departures from the contract, in the piling and structure of abutments and center pier, causing insufficiency of foundations, and difficulty in use of the swing bridge. The trial court, however, ultimately withdrew such testimony from consideration by the jury, overruled offers of other testimony in line therewith, and directed return of a verdict for the plaintiff, so that the question of law is presented, whether all such matters tendered in support of the defense set up in the answer were rightly excluded, under the contract and state of facts conclusively established by the evidence.

The contract was in writing, prepared by the American Bridge Company, embracing specifications with a recital that they are “intended to be complete in every respect, but any omission or lack of detail will not excuse the contractor from building and finishing a complete structure, ready for the opening of travel across it and the operation of the swinging parts”; and that “any question or dispute as to the intent or meaning of these specifications, in whole or in part, shall be referred to the town of Packwaukee and county commissioners, or to *a disinterested party, and their decision shall be final.” It specifies in reference to piling, stonework, and other requirements of the substructure, as described in the answer in averring departure therefrom, and no question arises that such terms were specified therein. It further contains these provisions as to inspection and acceptability of work and materials: That “all facilities for inspection of material and workmanship shall be furnished by the contractor”; that “work hereunder shall be inspected for acceptance” on behalf of the town, on notice “that the work is ready for inspection”; that the town representatives “are to locate position of pier and abutments,” and are to receive 10 days’ notice “when work on substructure will be commenced”; that the stone used therein “shall meet with the approval of the commissioners”; that the masonry work shall “be done to the entire satisfaction” of the town “or their representative”; that “piles shall be placed as shown on drawings” and be of timber, as specified, or equally good, "acceptable to the commissioners”; that "both material and workmanship” of timber foundation “will be subject to the inspection and acceptance of the engineer.” The concluding provision of the contract reads, for payment of $6,690 “30 days after completion and acceptance.”

In neither of the terms is a purpose expressly stated to have an inspector on the work throughout its progress, nor that material or work of the substructure are to be rejected or accepted in the course of construction, nor do the terms necessarily convey an inference for or against such purpose; but the evidence is convincing — and as we believe conclusive — that such was their purpose, in the understanding and conduct of both parties. The chairman of the town, William [362]*362Baker, acted as its inspector of work and materials, and supervised operations throughout the construction of the substructure; and this under appointment by the town board to that end, shown both by oral testimony and by record of its proceedings in reference to inspection of mason work, whereby one Schatzka was thus “appointed to assist” the chairman “to see that the stone mason work * * * is carried out according- to the specifications of the contract.” The plaintiff (as contractor for the entire work) sublet the construction of the substructure to another party, whereof the town board was fully advised — and no question is raised as to his competency — but the representative of the plaintiff, designated in the contract as “contracting manager” thereof, promptly attended to every requirement therein on the part of the town to make materials and work satisfactory. Not only was the entire responsibility of the plaintiff therefor constantly recognized, but the chairman was informed (in writing) that strict compliance with the specifications therein was required, as they “were made very strict in an effort to secure a good piece of work,” and that material must “be accepted, before we can allow it to be placed in the work.” Nor does it appear from the record, either in testimony received or in tenders of proof, that evasion of any of the contract specifications was sought or attempted by the plaintiff, nor that it was informed at any time prior to the refusal of payment for the bridge of either of the violations of the contract set up in defense in respect of the foundations. It is true that, after the bridge was on the foundations, the chairman wrote plaintiff that “the design for the south pier is not strong enough,” and “the pier is broken and sags downstream”; but this complaint was at once taken up before the town board, and the facts were presented and seemingly undisputed as follows: That location of the bridge was changed from the original design, so that an extensive fill was required (made by the town) for the south approach to the bridge; that the mass of earth was thus placed against the abutment, without reinforcing the abutment (on the water side) with riprap (from a nearby quarry) as plaintiff had advised the chairman was needful; that from such cause alone the abutment was broken and pushed forward about one foot; that the town refused to bear the expense of strengthening (with additional piling and anchorage) and restoring the abutment, and such work was performed by the plaintiff, without charge to the town, at considerable expense; and that the town refused and has failed to place riprapping- against the abutment, for further protection, as the plaintiff then urged, under a design left with the board therefor.

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Bluebook (online)
183 F. 359, 105 C.C.A. 579, 1910 U.S. App. LEXIS 5053, Counsel Stack Legal Research, https://law.counselstack.com/opinion/town-of-packwaukee-v-american-bridge-co-of-new-york-ca7-1910.