Koch v. Clyce

92 S.W.2d 985, 232 Mo. App. 689, 1938 Mo. App. LEXIS 103
CourtMissouri Court of Appeals
DecidedJanuary 21, 1938
StatusPublished
Cited by2 cases

This text of 92 S.W.2d 985 (Koch v. Clyce) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Koch v. Clyce, 92 S.W.2d 985, 232 Mo. App. 689, 1938 Mo. App. LEXIS 103 (Mo. Ct. App. 1938).

Opinions

This is a suit on a special tax bill and for the enforcement of the lien thereof for paving and other street improvements issued August 20, 1930, by the city of Excelsior Springs, a city of the third class, against Lot 11, Block 1, Beacon Hill Addition to said city, of which lot the defendants appear to be the owners.

The petition alleges that the city of Excelsior Springs is a city of the third class and sets forth the tax bill in full. It alleges that such tax bill was issued to the plaintiff as the contractor in part payment of the costs of grading, paving, curbing, draining, and otherwise improving Old Orchard and Kimball Avenues, a continuous thorough-fare from the south line of Linden Avenue to the southwest line of Dunbar Avenue in said city, and that said work was done in accordance with the provisions of ordinance No. 3366 of said city entitled "An Ordinance for Grading, Paving, Curbing, Draining and otherwise Improving Old Orchard and Kimball Avenues, a continuous Thoroughfare from the south line of Linden Avenue to the southwest line of Dunbar Avenue, approved March 24th, 1930."

It further alleges that the plaintiff is the owner of the tax bill; that such tax bill is due and unpaid; that the property described in such tax bill (Lot 11, Block 1, Beacon Hill Addition to the city of Excelsior Springs) and in the petition is charged with the lien of such tax bill; and that the defendants own or claim to own said lot or some estate or interest therein but such estate or interest that they may have therein is subject to the rights of plaintiff. The petition prays for a special judgment against the defendants for the amount *Page 691 of the tax bill with interest and for the enforcement of the lien of said special tax bill against the land described, as provided by law, and for costs.

The amended answer, on which the cause was tried, is a general denial followed by specific denials of various allegations of the petition. It tenders also an affirmative defense to the effect that the work was not done in accordance with the contract and that the tax bill issued therefor and issued thereon is totally void.

The reply is a general denial, coupled with the allegation that the work of paving was in substantial compliance with the terms of the contract and was of the value of the contract price to be paid. The reply further contained a plea of estoppel against the defendants by reason of their having permitted plaintiff to proceed with the work and to expend money thereon.

Upon the trial, which was before the court without a jury (a jury having been expressly waived by entry of record), plaintiff made proof of the authenticity of the tax bill, introduced the same in evidence, and rested his case.

The defendants thereupon introduced in evidence the contract, together with the plans and specifications for the work, and introduced evidence in support of their answer, tending to show that the work as done and the improvements as made did not comply with the contract and the plans and specifications. Such evidence related largely to the condition of the pavement and its fitness for use from the time that the pavement was finished to the time of the trial, covering a period of four years and some months from the time that the pavement was constructed and thrown open for use, and to the manner in which it was laid and constructed, the preparation of the subgrade or foundation therefor, the strength and thickness of such pavement, and the character of the concrete employed therein.

The defendants' evidence tends to show that there were neither sewers nor water mains under the pavement and that, at the time of the trial which was four years and some months after it had been made and for a long time prior thereto, it presented surface indications of a noticeable cracking effect along that part south of the intersection of Old Orchard and Kimball Avenues, covering a space of about 600 feet, upon a portion of which the property described in the tax bills abutted. It was cracked in many places, extending through the curb; and there was evidence tending to show that such cracks were not ordinary expansion cracks resulting from temperatures, but were cracks resulting from faulty construction and improper subgrades and from the use of concrete at different places not of the same consistent strength. The entire pavement was more or less cracked; but the cracked condition was more noticeable at the *Page 692 south end, where some 50 to 75 cracks appeared. At these cracks, one side of the pavement would be as much as one-half inch higher than the other; these cracks extended entirely through the pavement and were sufficiently large that a match or a pencil could be inserted into them; under traffic, the edges of the cracks moved up and down to a noticeable extent; some parts of the pavement had settled and at least one part had become loose; some of these cracks had been repaired with asphalt and tar filling to prevent water from seeping under the pavement and to fill in where the pavement had crumbled. At the time of the trial there were holes in the south part of the street occasioned by the concrete breaking, which had been filled with black top to take the place of the broken concrete which had been removed. At one point, when the concrete was removed, it crumbled and broke and when struck gave a dull sound. There was a noticeable, rapid deterioration of the pavement in progress, such deterioration having first manifested itself within the first year after the pavement was completed. There was also evidence tending to show that other similar pavements which were much older and carried the same traffic were in good condition and had not cracked.

Defendants' evidence tends further to show that the street had been oiled before it was paved; that, in the preparation of the subgrade for the pavement, the oily surface removed from the oiled street was used to back fill; that the pavement was of different thicknesses at many different points; that the bottoms of portions removed were in some instances rough and in other instances smooth; and that an undue amount of water had been mixed with the concrete after it had been dropped from the mixer and while it was being spread. There was evidence tending to show that the compressive strength per square inch of different portions of the pavement varied greatly. A witness, Joseph G. Hawthorne, who had much experience in testing materials going into the preparation of concrete for the use of building and paving projects, testified that he had tested 12 cores (or sections) taken from the body of the pavement — 7 of which had been submitted to him by the defendants and 5 by the plaintiff — and that such cores varied in compressive strength from 3218 pounds to 6330 pounds per square inch and varied in depth and thickness from 5.44 inches to 6.35 inches; that such cores had compressive strength, 28 days after the pavement was finished, ranging from 2500 pounds to 4000 pounds per square inch; that the compressive strength of concrete of the mixture required by the contract and in the specifications, when properly mixed with the correct amount of water, should have been 3500 pounds per square inch at the end of the 28 day period. W.G. Fowler, a witness for the defendants who had had much experience in the construction of bridges on highways and of pavements approaching *Page 693

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Bluebook (online)
92 S.W.2d 985, 232 Mo. App. 689, 1938 Mo. App. LEXIS 103, Counsel Stack Legal Research, https://law.counselstack.com/opinion/koch-v-clyce-moctapp-1938.