Nixon v. City of Chicago

212 Ill. App. 365, 1918 Ill. App. LEXIS 74
CourtAppellate Court of Illinois
DecidedOctober 16, 1918
DocketGen. No. 23,780
StatusPublished
Cited by5 cases

This text of 212 Ill. App. 365 (Nixon v. City of Chicago) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nixon v. City of Chicago, 212 Ill. App. 365, 1918 Ill. App. LEXIS 74 (Ill. Ct. App. 1918).

Opinion

Mr. Justice Thomson

delivered the opinion of the court.

This was an action wherein the appellee, Edward A. Nixon, hereinafter referred to as the plaintiff, sought to recover damages alleged to have been caused by the construction of a branch tunnel in the alley immediately south of the Unity Building in the City of Chicago, under a permit issued by the appellant, the said City of Chicago, hereinafter referred to as the defendant. A trial was had before a jury and the verdict returned, found the issues for the plaintiff and assessed his damages at the sum of $100,000. Judgment for that amount followed, from which the defendant has appealed.

One of the chief contentions of the defendant is that the verdict is against the weight of the evidence.

The Unity Building is located on Dearborn street in the City of Chicago. It has a frontage of 80 feet on that street and a depth of about 120 feet. The south wall of the building adjoins an 18-foot alley. There is a tunnel in Dearborn street approximately 45 feet below the center of the street, which is a part of the system of tunnels constructed by The Illinois Tunnel Company. The branch tunnel in question extends from this Dearborn street tunnel, in an easterly direction under the center of the alley adjoining the Unity Building, to a point 105 feet east of the «center line of Dearborn street where it curves to the south and passes under a building located immediately to the south of the alley. This tunnel then leads up into the basement of the latter building, known as the Chemical Bank Building, where it terminates. The permit for the construction of this branch tunnel was issued by the defendant on June 11, 1910. Work on the tunnel was begun June 21, 1910, and it was completed July 6, 1910. The work was done by gangs working in three shifts of 8 hours each. Except for a few feet immediately contiguous to the main tunnel in Dearborn street, the branch tunnel passed through a stratum of clay which was removed by means of drawknives. It has inside dimensions of 4%' by 6 feet. It is of concrete construction, the walls being approximately 15 inches thick at the bottom and 10 inches at the sides and top. In building the tunnel, the clay was excavated for a distance of about 3 feet at a time. After each 3 feet was excavated, a concrete floor slab was laid. Forms were then erected and steel laggings placed outside of these, giving the proper inside dimensions, leaving a space of approximately 10 inches between the laggings and the walls of the excavation. Concrete was shoveled in behind these laggings and tamped, laggings being added one above the other until they approached the key of the arch. Here a centerpiece was put in position on top of the forms and the excavation was carried forward at the top a sufficient distance to permit concrete to be shoveled in between the top form and the top of the excavation and tamped into place. The construction of each such 3-foot unit occupied about 8 hours. The bottom, top and sides of the excavation were unsupported except as the concrete was put in place and the face of the excavation was always without support. Compressed air was not employed.

The plaintiff had no notice of the construction of the tunnel and of course took no steps to protect his foundations. He was the owner of a leasehold estate comprising the Unity Building and the ground it occupied. The nature of Ms estate will be referred to further in connection with another feature of the case. The contractor who built the branch tunnel put the Chemical Bank Building, or parts of it, on jacks at the time of the tunnel construction.

The Unity Building was built in 1891-1892 and rested on what is known as a “floating foundation.” Its foundation columns rested upon slabs made of concrete and steel bars. There were fifty such slabs located at about city datum and 16 feet apart, center to center.

The alleged damage to the building consisted in a material settlement along the south wall and particularly at the southwest comer, resulting in a tipping in that direction, which ultimately made it necessary to put the building up on jacks and build concrete caissons down to bedrock,- under the south wall.

It was the contention of the plaintiff at the trial, that the settlement and tipping of the building was the direct and immediate consequence of the construction of the tunnel in the alley. On the other hand, the defendant contended that it was caused by defective foundations and that the south row of footings was inadequate to bear the weights imposed upon them.

This was the issue of fact presented to the jury. By their verdict the jury found that the proximate cause of the injury complained of by the plaintiff was the construction of the tunnel in question. This finding cannot be set aside on this appeal unless it appears that it is contrary to the clear preponderance of the evidence.

It does not so appear to us. Testiniony was submitted tending to establish, and from it the jury would be warranted in believing and finding, the following facts:

At the time of. the construction of the Unity Building caisson foundations were unknown. The so-called “floating foundation” was a standard foundation for such a subsoil as is to be found under the Unity Building and which is practically the same under all the central part of the City of Chicago. A building such as the one in question, constructed on such a foundation, will necessarily settle to some extent and ultimately come to rest. The settling will be a gradually diminishing one. During its construction in 1891-1892, the Unity Building began to settle. The rate of settlement of the southwest comer of the building steadily diminished from .031 of an inch per day in the fall of 1891 to .0058 of an inch per day in the spring of 1892. The northwest corner of the building settled at the rate of .028 of an inch per day in the fall of 1891 and this had diminished to .0073 of an inch per day in the spring of 1892. At the southeast comer this settlement was .038 of an inch per day in the fall of 1891 and .0116 of an inch per day in the spring of 1892. In the fall of 1891 the northeast corner was settling at a rate of .0054 of an inch per day and in the spring of 1892 it was .0103 of an inch per day. It would seem from this that the building was gradually “finding itself.” In the fall of 1892, after the building was completed, the southwest comer leaned to the south 5 inches and the southeast comer 3% inches. The next survey of the building was made 8 years later, in July, 1900. At that time the building was found to be leaning to the south 6% inches at the southwest comer and 5 inches at the southeast comer. In that period of 8 years these comers had tipped 1% and V/2 inches respectively. This would involve a settlement of .84 of an inch at the southwest and .66 of an inch at the southeast comer. This would he at the rate of .000287 of an inch per day at the southwest comer and .000227 of an inch per day at the southeast comer.

In 1896 a Mr. Grower became the manager of the building. At that time he noticed that" the north wall of the Unity Building was about 2 or 3 inches from the top of the south wall of the McCormick Building located immediately to the north. This was at the eighth story of the Unity Building and the space was reduced to nothing at v about the third story of the Unity Building. This space had previously been filled with cement and showed a crack along the top which was filled with oakum, very soon after Mr.

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Bluebook (online)
212 Ill. App. 365, 1918 Ill. App. LEXIS 74, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nixon-v-city-of-chicago-illappct-1918.