Herzog v. Lexington Township

627 N.E.2d 666, 254 Ill. App. 3d 337
CourtAppellate Court of Illinois
DecidedOctober 14, 1993
DocketNo. 4—92—0215
StatusPublished
Cited by2 cases

This text of 627 N.E.2d 666 (Herzog v. Lexington Township) 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
Herzog v. Lexington Township, 627 N.E.2d 666, 254 Ill. App. 3d 337 (Ill. Ct. App. 1993).

Opinions

JUSTICE KNECHT

delivered the opinion of the court:

Plaintiff, Carl Herzog, was the driver of a car involved in a single-car accident on a Lexington Township road. As a result of the accident, Herzog suffered injuries requiring hospitalization and surgery. Herzog filed suit against Lexington Township (Lexington) alleging Lexington was negligent in failing to identify and advise motorists of the number and severity of the curves on the Lexington Township road and the speed at which they could safely be travelled. Herzog alleged his accident occurred as a result of Lexington’s negligence. After a jury trial, a verdict was entered in favor of Lexington. Herzog appeals; we reverse and remand for a new trial.

I. Background

Herzog’s accident occurred on November 23, 1985, on the Pine Street Extension in Lexington Township. Pine Street is a street within the city limits of Lexington; outside the city limits, Pine Street becomes a country blacktop road, which was referred to as the “Pine Street Extension” throughout the proceedings. There was no speed limit posted on the Pine Street Extension; however, it is uncontroverted that as an unposted rural blacktop road, the speed limit is 55 miles per hour.

About one-half mile south of the city limits of Lexington there is a hill followed by a series of “changes in alignment.” The first change in alignment is a “curve” bearing to the left, the second change in alignment is a “turn” to the left, and the third change in alignment is a “curve” to the right. A “curve” is a change in the alignment of the roadway which may be safely travelled at more than 30 miles per hour. A “turn” is a change in the alignment of the roadway which may be safely travelled only at a speed less than 30 miles per hour. Prior to the first change in alignment there was a “winding road” sign. There were no advisory speed plates or other warning signs posted on the Pine Street Extension.

Herzog does not remember the moments immediately preceding the accident. The four passengers in the car testified regarding their recollections of the accident. The passengers’ estimates of the automobile speed at the time of the accident were 40 to 45, 45 to 50, 50 to 60, and 35 to 40 miles per hour. There were no distractions in the car immediately prior to the accident. However, the radio or cassette was playing. Herzog lost control of the car on the turn to the left, and the car left the road, rolled, and came to rest in a field.

Prior to the Herzog accident, there had been two other single-car accidents at the same location. Three weeks after the Herzog accident occurred, there was another single-car accident at the same location. This later accident was the subject of litigation in Johnson v. O’Neal (1991), 216 III. App. 3d 975, 576 N.E.2d 486. Two days after the Johnson accident, Randy Patton, the Lexington Township road commissioner, conferred with Herb Bekermeier, the McLean County highway superintendent, regarding his safety concerns. A township road commissioner is not required to be a registered professional engineer; however, the county superintendent of highways is a registered professional engineer. Whenever the township road commissioner needs the expertise of an engineer or wishes to erect a sign, he makes a request to the county superintendent of highways.

As a result of Patton’s consultation with Bekermeier, Bekermeier instructed Ken Hart, a sign foreman at the McLean County highway department, to conduct ball bank indicator tests to determine the speed at which the curves could safely be travelled. Hart had been performing ball bank indicator tests for the county since 1984. Where the results of his tests indicated the changes in alignment could only be travelled at speeds less than the speed limit, the county posted advisory speed plates. Hart had also performed tests for other townships, but prior to December 1985, had not performed tests for Lexington Township.

On December 17, 1985, Hart, accompanied by Patton, performed ball bank indicator tests on the Pine Street Extension. His tests indicated the first change in alignment could be safely travelled at 35 miles per hour, the second at 15 miles per hour and the third at 25 miles per hour. As a result of these tests, at least five additional signs were placed on the Pine Street Extension.

Prior to trial, Lexington filed a motion in limine, requesting plaintiff be barred from introducing evidence regarding the additional signs, under the subsequent remedial measures doctrine. The motion was granted and at trial plaintiff was prevented on several occasions from pursuing lines of questioning relating to the erection of the additional signs. Also, prior to trial, plaintiff filed a “motion for collateral estoppel,” seeking to estop Lexington from relitigating issues already determined in Johnson regarding the adequacy of the signs present on the Pine Street Extension in 1985 and Lexington’s negligence. The motion was denied.

Both plaintiff and defendant presented evidence regarding the safety of the road and the adequacy of the winding road sign in place at the time of the accident. Plaintiff’s expert, Dr. John Baerwald, a civil engineer, doctor of philosophy and traffic engineering authority, testified in his opinion the winding road sign in place at the time of the accident was “grossly inadequate” for the condition of the road. Baerwald testified he conducted ball bank indicator tests to determine the speeds at which the curves and turns could safely be travelled. He testified the first change in alignment could safely be travelled at 35 miles per hour, but the second could only be safely travelled at 25 miles per hour.

In the present case, instead of the winding road sign, Baerwald testified a curve sign with a 35-mile-per-hour speed advisory plate should have been erected. On the second change in alignment, a reverse turn sign with a 25-mile-per-hour speed advisory plate should have been erected. Baerwald would also recommend the use of a large arrow sign on the first change in alignment and three chevrons along the second change in alignment to give positive guidance to the driver throughout the turn.

Detective Jeff Elston testified on behalf of the defendant. Elston testified the Pine Street Extension was an unposted 5 5-mile-per-hour speed zone. However, on cross-examination, the detective testified the changes in alignment could not be safely travelled at 55 miles per hour.

Randy Patton testified as a witness for the defense. Patton is a full-time farmer, with a high-school education, and is the Lexington Township road commissioner. Patton testified he had no knowledge of prior accidents and did not know the county had ball bank indicators until after this accident. Although not disclosed as an expert, Patton rendered what was essentially expert testimony on behalf of the defense. Over plaintiff’s objection, Patton testified on his opinion, i.e., the winding road sign was correct for the condition of the road. Patton additionally testified in his opinion, traffic was capable of moving safely through the changes in alignment.

On cross-examination Patton testified he had no engineering education, no formal training for his job, and had attended no seminars on traffic-control devices.

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Related

Herzog v. Lexington Township
657 N.E.2d 926 (Illinois Supreme Court, 1995)

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Bluebook (online)
627 N.E.2d 666, 254 Ill. App. 3d 337, Counsel Stack Legal Research, https://law.counselstack.com/opinion/herzog-v-lexington-township-illappct-1993.