Schaeffer v. State

444 N.W.2d 876, 1989 Minn. App. LEXIS 965, 1989 WL 100527
CourtCourt of Appeals of Minnesota
DecidedSeptember 5, 1989
DocketC9-89-1028
StatusPublished
Cited by14 cases

This text of 444 N.W.2d 876 (Schaeffer v. State) is published on Counsel Stack Legal Research, covering Court of Appeals of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Schaeffer v. State, 444 N.W.2d 876, 1989 Minn. App. LEXIS 965, 1989 WL 100527 (Mich. Ct. App. 1989).

Opinion

OPINION

FORSBERG, Judge.

Respondent Steven Schaeffer, as trustee for the surviving next of kin of David and *878 Judy Perry, sued the appellant State of Minnesota, respondent Chrysler Motors Corporation, and respondent Norwest Capital Management and Trust Company, North Dakota, personal representative of David Perry’s estate. The state appeals denial of its motion for summary judgment. See Anderson v. City of Hopkins, 393 N.W.2d 363 (Minn.1986). We affirm.

FACTS

On November 29, 1984, David Perry was driving a Plymouth van eastbound on Interstate 94 in Otter Tail County, Minnesota. Also in the van were his wife and two of their eight children. While approaching a bridge, the van veered to the right and went off the road, allegedly due to a faulty power steering mechanism. The van struck the end of a guardrail post, leaped onto the guardrail and rode the guardrail into a bridge pier supporting the overpass. David and Judy Perry were killed, but both children survived.

The guardrail was installed sometime between 1968 and 1971, when that section of 1-94 was constructed. Originally, the guardrail was to have had a blunt end treatment. At some point, the state substituted a twisted-end guardrail design. The sole evidence submitted relating to this change in design was a “supplemental agreement” which reads in pertinent part:

WHEREAS: The contract, among other things, provides for the construction of Structural Plate Beam Guard Rail, and
WHEREAS: The State has revised its standards for the end treatment of the guard rail, and
WHEREAS: These revisions have taken place since the plans for Contract No. 12996 were released, and
WHEREAS: To afford greater safety to the traveling public and to avoid duplication of work and unnecessary future expense, the hereinafter described revisions shall be made.
NOW, THEREFORE, IT IS HEREBY AGREED AS FOLLOWS:
1. The Contractor shall construct the structural plate beam guard rail with twisted end sections as shown on Standard Plate No. 8319C. The Contractor herewith acknowledges receipt of a copy of said Standard Plate.

Michael Gillen, currently a highway engineer with the state, did not have personal knowledge of this specific alteration to the guardrail design, but surmised the alteration was intended to prevent vehicles from being impaled when striking a blunt end treatment.

LeRoy Delmain, District Design Engineer for the Minnesota Department of Transportation, stated that decisions concerning specific flare rates, meaning the length of the guardrail and the angle by which it flares away from the highway, are made by the project engineer. No clear evidence was presented as to who would make a decision concerning guardrail end treatment and how that decision would be made.

The design and placement of the guardrail was not changed after its original installation. Three days prior to the accident, however, the guardrail had been stiffened and reinforced by attaching additional posts behind the guardrail. The reinforcing of the guardrail was done pursuant to The Highway Safety Improvement Project, which was undertaken by the Minnesota Department of Transportation.

According to documents submitted by the state, the general purpose of highway improvement projects is to

reduc[e] the number and severity of highway traffic accidents through engineering improvements at accident prone highway locations and/or elements. In several programs such as (1) pavement marking placement, (2) amelioration of roadside obstacles, and (3) replacement of deficient bridges, accident potential is the prime consideration in implementing appropriate safety counter measures.

To receive federal funding for such projects, the safety design standards employed must meet with the approval of the Secretary of the United States Department of Transportation. See 23 U.S.C.A. § 109(a), (m), (o) (West 1966 and West Supp.1989).

*879 The Commissioner of the Minnesota Department of Transportation at the time of the 1984 improvement project, Richard Braun, stated that the authority to prepare specific detailed design of highway improvements is normally delegated to a standards engineering section of the department. Braun stated that top level management and capital expenditure decisions are greatly affected by funding constraints. He also stated that he must balance, among other things, the need for new construction against the need to reconstruct or retrofit existing highways. Although Braun gave a general overview of his department’s decision-making process, he gave no explanations as to the decisions made in this particular improvement project.

After lengthy discovery, the state moved for summary judgment. In denying the motion, the trial court determined that there were a number of disputed material facts bearing upon whether or not various actions by state employees in designing, installing, and maintaining the guardrail could be considered discretionary. The trial court also determined that the motion for summary judgment was untimely because it was not served 21 days prior to the hearing as required by the Special Rules for the Seventh Judicial District. This appeal followed.

ISSUES

1. Did the trial court err in determining the state’s motion for summary judgment was untimely pursuant to local court rules?

2. Did the trial court err in determining genuine issues of material fact exist as to whether the state was protected by the doctrine of discretionary immunity?

ANALYSIS

1. Rule 15(2)(a) of the District Court Special Rules, Seventh Judicial District, states that all dispositive motions, such as motions for summary judgment, must be served 21 days prior to the hearing. In this case, the state’s summary judgment motion was served only 19 days prior to the hearing.

The state’s claim of immunity involves the issue of subject matter jurisdiction, which can be raised at any point in the proceedings. See Miller v. United States, 710 F.2d 656, 662 (10th Cir.), cert, denied, 464 U.S. 939, 104 S.Ct. 352, 78 L.Ed.2d 316 (1983); Minn.R.Civ.P. 12.08(3). Even if the trial court insisted on the 21-day notice provision, it would be obliged to allow the state to renew its motion. The state’s motion for summary judgment therefore cannot be denied on the basis of untimeliness.

2. The state and its employees are not liable for “a loss caused by the performance or failure to perform a discretionary duty, whether or not the discretion is abused[.]” Minn.Stat. § 3.736, subd. 3(b) (1988). In Cairl v. State, 323 N.W.2d 20

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Nathan Kariniemi v. City of Rockford
863 N.W.2d 430 (Court of Appeals of Minnesota, 2015)
Angell v. Hennepin County
565 N.W.2d 475 (Court of Appeals of Minnesota, 1997)
County of Dakota (CP 46-06) v. Lakeville
559 N.W.2d 716 (Court of Appeals of Minnesota, 1997)
Doyle v. City of Roseville
507 N.W.2d 33 (Court of Appeals of Minnesota, 1993)
Rasivong v. Lakewood Community College
504 N.W.2d 778 (Court of Appeals of Minnesota, 1993)
Soucek v. Banham
503 N.W.2d 153 (Court of Appeals of Minnesota, 1993)
Sota Foods, Inc. v. Larson-Peterson & Associates, Inc.
497 N.W.2d 276 (Court of Appeals of Minnesota, 1993)
McEwen v. Burlington Northern Railroad
494 N.W.2d 313 (Court of Appeals of Minnesota, 1993)

Cite This Page — Counsel Stack

Bluebook (online)
444 N.W.2d 876, 1989 Minn. App. LEXIS 965, 1989 WL 100527, Counsel Stack Legal Research, https://law.counselstack.com/opinion/schaeffer-v-state-minnctapp-1989.