Michigan Pipe Co. v. Sullivan County Water Co.

127 N.E. 768, 190 Ind. 14, 1920 Ind. LEXIS 83
CourtIndiana Supreme Court
DecidedJune 18, 1920
DocketNo. 23,372
StatusPublished
Cited by9 cases

This text of 127 N.E. 768 (Michigan Pipe Co. v. Sullivan County Water Co.) is published on Counsel Stack Legal Research, covering Indiana Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Michigan Pipe Co. v. Sullivan County Water Co., 127 N.E. 768, 190 Ind. 14, 1920 Ind. LEXIS 83 (Ind. 1920).

Opinions

Lairy, J.

Appellant company brought this action to recover on three promissory notes, the face value of [16]*16which was $875. The notes in suit evidenced a balance due from appellees to appellant for machine banded, wood stave pipe furnished by the latter to the former at an agreed price under a written proposal made by appellant and accepted by appellee.

The sufficiency of the three paragraphs of complaint was not challenged by demurrer, and the issues thereby tendered were closed by a general denial filed by appellees.

Appellee water company also filed a paragraph of counterclaim and a cross-complaint by each of which appellee claimed damages for the breach of an implied warranty as to the quality of pipe purchased by it. Issues were joined on the counterclaim and cross-complaint and all of the issues were submitted to the court for trial, resulting in a finding and judgment against appellant on its complaint and in favor of appellee water company on its counterclaim in the sum of $27,500.

The errors assigned are that the trial court erred in overruling appellant’s motion for a new trial and overruling its motion to modify the judgment.

The counterclaim and cross-complaint are each based on a written proposal made by appellant and a written acceptance of such proposal by appellee. It thus appears that the entire contract under which the pipe was ■ furnished was in writing.

On the subject of the contract, the cross-complaint alleges: “That said Michigan Pipe Company then and there made and delivered to this cross-complainant the following written offer to sell said pipe to the cross-complainant, to wit:

“Proposal for furnishing 47,500 ft. approximately 12 inch, machine banded wood stave pipe for 130 pounds pressure.
[17]*17“Indianapolis, Ind. Oct. 1, 1912.
“We, the Michigan Pipe Company of Bay City, Michigan, propose to furnish the Sullivan County Water Company of Sullivan, Indiana, approximately 47,500 lineal feet of 12 inch inside diameter machine banded wood stave pipe to withstand factory test of 175 lbs. pressure per square inch at sixty-six cents (66 cents) per lineal foot F.O.B. cars Bay City, Michigan, freight allowed to Sullivan, Indiana. Pipe is to be measured as it will lay in the trench that is not including tenons. The amount of pipe mentioned above may be increased or decreased according to the plans of the engineer same price holding. The above mentioned pipes shall be manufactured according to the following specifications.
Timber:
Staves shall be manufactured from best quality white pine timber as many lengths as possible 12 feet long and equipped with double tongue and groove on the lateral sides and moulded on the outer and inner surface to conform to the outside and inside circumference of the pipe. All staves shall have a finished thickness of at least 1% inches and shall be free from shake black or unsound knots and defects.
Banding:
Best quality steel hoops shall be used free from rust or scale, and having a tensile strength of between 58.000 and 65,000 lbs. The hoops shall be wound spirally on the pipe with double wrapping on each to insure additional strength at the joints sufficient hoop being applied to bring a maximum tension of 15.000 lbs. at the specified pressure or in other words providing for a factor of safety of four. Description of hoop to be used shall be from one to two inches in width and gauges from fourteen to eighteen Birmingham as desired.
Joints:
The pipes shall be equipped with a mortise on one end and a tenon on the other end. These joints shall equally divide the shell of the pipe and be four inches long. The joints shall be painted with residum oil before loading into cars.
[18]*18Coating:
The pipe after being headed shall be rolled in a hot asphaltum pitch then coated with fine sawdust. This operation shall be repeated in order that the pipe have a double thickness and insure better pro- - tection for the band. The ends of the pipe shall be carefully trimmed after this process.
Workmanship:
Great care shall be taken to insure the best of material and workmanship. The staves entering into the pipes shall be subjected to at least three inspections. No pipes shall be shipped from the factory with rough or defective joints.
Extra Asphaltum:
We propose to furnish free of charge extra asphaltum to be used along the trench to spread over the joints or replace wherever the original coating has been marred in unloading or laying.
Complaint for damages:
We shall enter claim for damaged pipe against the railroad company where cars have been roughly handled upon signed. affidavits from the agent at designation point to the effect that certain pipes were found damaged in certain cars. These pipes shall be carefully noted, measured and returned for repairs.
Terms:
Payment shall be made on a basis of two per cent, cash within ten days from date of invoice.
Bond:
We propose to furnish bond to the amount of five thousand dollars, terminating in one year, conditions of same being that we will replace any defective pipes and repair or cause to be repaired at our expense all visible leaks under the normal working pressure of the line which is to work against 180 foot maximum head plus pipe friction, it being understood that there shall be no dead end, due to defects in laying or construction.
Inspector:
We will furnish a competent man to supervise the laying of the pipes without charge. He shall remain on the work until the engineer and Michigan Pipe Company decide that his services are no [19]*19longer required in the proper laying and caring for the pipe.
Laying:
The pipes shall be laid carefully in a level trench.' Care shall be taken that the joints are square up, shoulder to shoulder, with no openings, air valves shall be attached at frequent intervals along the line whereever air pockets are liable to form. The-back filling shall follow the pipe laying as quickly as practical, and no large chunks of frosted earth shall be_ thrown on top or alongside of the pipe. Pipes with broken tenons or mortises shall not be laid until repaired, if such a thing be possible according to our inspector.
“The Michigan Pipe Company,
“Eugene H. Smith, Vice-President.
“And this cross-complainant then and there accepted said written offer of the Michigan Pipe Company^ to sell said pipe to this cross-complainant and indorsed on the bottom of said written offer the following acceptance, viz.:
“Accepted by the Sullivan County Water Company by E. M. Kerlin, Sec’y.
“The above acceptance is subject to the approval of the sample of pipe to be expressed being satisfactory.”
“E.

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Bluebook (online)
127 N.E. 768, 190 Ind. 14, 1920 Ind. LEXIS 83, Counsel Stack Legal Research, https://law.counselstack.com/opinion/michigan-pipe-co-v-sullivan-county-water-co-ind-1920.