Rush v. Pierson Contracting Co.

310 F. Supp. 1389, 1970 U.S. Dist. LEXIS 12264
CourtDistrict Court, E.D. Michigan
DecidedMarch 31, 1970
DocketCiv. No. 27592
StatusPublished
Cited by5 cases

This text of 310 F. Supp. 1389 (Rush v. Pierson Contracting Co.) is published on Counsel Stack Legal Research, covering District Court, E.D. Michigan primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rush v. Pierson Contracting Co., 310 F. Supp. 1389, 1970 U.S. Dist. LEXIS 12264 (E.D. Mich. 1970).

Opinion

OPINION AND ORDER

THORNTON, District Judge.

This is an action for negligence, the plaintiffs, citizens of the State of Indiana, having received personal injuries when their car skidded and crashed while traveling on a highway overpass in the Township of Watervliet, Michigan. Both corporate defendants have moved for summary judgment in their respective favors.

The Amended Complaint of the plaintiffs recites, in part, the following:

“2. Defendant Pierson Contracting Company and Defendant Owen-Ames-Kimball Company, are corporations and are incorporated and have their principal place of business in a State other than the State of Indiana and Defendant, Robert Corrigan, is a citizen of the State of Michigan.
4. That on the 1st day of May, 1965, plaintiff Ruby Rush was driving and plaintiff Harold Rush was a passenger in a 1963 Chevrolet vehicle, Indiana License No. 54A-2448, and were proceeding on Interstate 94 near Hennesseys Road in the Township of Watervliet, Michigan.
5. That at a time prior to the above, the defendants and each of them, designed, built and installed a portion of said highway including a highway overpass at the aforesaid location.
6. That due to the negligence of defendants and each of them, said overpass was designed and/or built in a fashion as to cause danger and hazards to motorists on said highway, including plaintiffs herein.
7. That as a direct and proximate result of the negligent design and/or construction of said overpass, including the installation of the bridge expander plate, angles and connective devices, plaintiffs while driving and riding in said vehicle struck an obstruction or defect' created by the defendants’ aforesaid faulty design and/or construction, located on the overpass at or near the vicinity of said expander plate, causing plaintiff’s automobile to skid and crash.”

The defendant Pierson Contracting Company supports its Motion for Summary Judgment with an Affidavit by John S. Pierson, President of the Pierson Con[1391]*1391tracting Company. This affidavit is to the effect that on September 15, 1960 the work performed by said defendant, in connection with the subject matter of this litigation, was accepted by an official of the State of Michigan. Said affidavit further represents that the Pier-son Contracting Company did not do the work on the bridge, but that that work was done by the Owen-Ames-Kimball Company, and that the Pierson Contracting Company did no further work on the project involved in this litigation subsequent to the acceptance of its work by the Michigan State Highway Department. The defendant Pierson Contracting Company further contends, in its Statement of Facts attached to its brief, that:

“The fruits of discovery in the instant cause produced a harvest sufficient to mandate the granting of summary judgment for defendant, on the ground that there is no genuine issue to any material fact and defendant is entitled to judgment as a matter of law, pursuant to Rule 56, as plaintiffs have failed to state a claim against defendant Pierson (Rule 12(b)) upon which relief can be granted as to defendant Pierson. Simply stated, Pierson could not be liable for plaintiffs’ injuries since no act of defendant in 1960 could have proximately caused plaintiffs’ injuries. And further, defendant Pier-son owed no legal duty to plaintiffs, the breach of which caused this injury.”

The Motion for Summary Judgment of the defendant Owen-Ames-Kimball Company is supported by an affidavit from Calvin P. Owen, vice-president of OwenAmes-Kimball Company, which contains the following:

“1. That he is a registered engineer and vice-president of Owen-Ames-Kimball Company, one of the defendants in the above entitled action;
2. That he either has personal knowledge or information from such documentary materials available to him relating to the construction of the bridge and expansion joint involved in this litigation;
3. That Owen-Ames-Kimball Company submitted a bid to Pierson Contracting Company on August 20, 1958, which was incorporated with Pierson’s bid to the Michigan State Highway Department, Owen-Ames-Kimball’s bid covering the construction of bridges only;
4. That one of the bridges to be constructed by Owen-Ames-Kimball was the one involved in this ease, that being the crossing at the Hennessey Road 1.4 miles southeast of Coloma;
5. That Owen-Ames-Kimball’s subcontract was dated September 23,1958, with a completion date of November 1, 1959;
6. That the work was completed on schedule;
7. That the bridge and the expansion joint was constructed in accordance with the plans and specifications of the Michigan State Highway Department;
8. That Owen-Ames-Kimball’s work was accepted by the State Highway Department.”

The plaintiffs, in their Statement of Facts contained in their brief in opposition to the defendants’ motions for summary judgment, allege in part as follows:

“The brige in question was built by fendant Owen-Ames-Kimball and completed in September of 1960. However, the bridge was not opened to the public until 1962.
Within two years, in 1964, after the bridge was opened to the public, the State Highway Department attempted to make repairs upon a bridge expander joint. These repairs were necessitated because of the improper installation and/or fabrication of the expander joint and components thereof. In other words, the expander joint was defective when conveyed to the State. The defendant Owen-Ames-Kimball admits that there is evidence of a defective anchor which may have been a cause of the problem. However, at this
[1392]*1392stage of the proceedings, plaintiff cannot be limited to only that proof.1 In any event, Defendant Corrigan’s crew in 1964 attempted to remedy the situation. This attempt was not successful and again in 1965, Defendant Corrigan’s crew attempted to repair the joint. This last attempt occurred just prior to plaintiff’s accident.
It should be pointed out that the purpose for an expansion joint is to absorb movement of the concrete portions of the bridge caused by fluctuations in temperature. The joint consists of metal components which are covered by a metal plate. Portions of the joint are also covered by concrete. Thus, for the most part, any defect in the fabrication of parts or in installation of the expansion joint are completely concealed from view.
Interstate 94 is a four lane highway. It is the main highway leading from Detroit to Chicago and points West. According the the State Highway Department, the traffic in 1965 over the bridge in question was approximately 12,600 vehicles per day or 4% million per year. The legal speed limit on this super highway is 70 miles per hour. When one combines this volume of traffic with the high speeds, any defect in the road creates a situation fraught with grave and imminent danger. In fact, just before the time the plaintiffs struck the expander plate, and blew out their tire, another person hit it and a truck was seen in the vicinity with its tires being repaired.

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Cite This Page — Counsel Stack

Bluebook (online)
310 F. Supp. 1389, 1970 U.S. Dist. LEXIS 12264, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rush-v-pierson-contracting-co-mied-1970.