Maresh v. State

489 N.W.2d 298, 241 Neb. 496, 1992 Neb. LEXIS 276
CourtNebraska Supreme Court
DecidedSeptember 18, 1992
DocketS-89-762
StatusPublished
Cited by73 cases

This text of 489 N.W.2d 298 (Maresh v. State) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Maresh v. State, 489 N.W.2d 298, 241 Neb. 496, 1992 Neb. LEXIS 276 (Neb. 1992).

Opinion

Hastings, C.J.

The defendant, the State of Nebraska, appeals a judgment in favor of the plaintiff, Ronald J. Maresh, personal representative of the estate of John Michael Maresh, deceased. This was an action for damages alleged to have been suffered by reason of an automobile accident which occurred when the driver of the automobile in which decedent was riding drove off the shoulder of U.S. Highway 30 while it was under construction. The action was brought under the State Tort Claims Act, Neb. Rev. Stat. §§ 81-8,209 to 81-8,235 (Reissue 1987). The district court, sitting without a jury as required by § 81-8,214, awarded damages of $124,273.

The State on appeal assigns and argues as error the actions of the trial court in (1) failing to find that the State’s discretionary function immunity, § 81-8,219(l)(a), precluded this lawsuit; (2) admitting into evidence the deposition testimony of plaintiff’s expert witness William Berg, Ph.D.; and (3) determining that the manner in which the State attempted to mark the edge of the highway during the construction project constituted a breach of duty which was a proximate cause of the decedent’s death.

In our review of a proceeding under the State Tort Claims Act, the findings of fact of the trial court will not be set aside unless such findings are clearly incorrect. Koncaba v. Scotts Bluff County, 237 Neb. 37, 464 N.W.2d 764 (1991). We affirm.

On May 16, 1987, at about 11:30 p.m., there was a four-vehicle accident on Highway 30, approximately seven-tenths of a mile west of Ames, Nebraska. The plaintiff’s decedent was a passenger in one of the involved automobiles, which was driven by Sean Oelkers. The decedent was thrown from the automobile during the accident and died of the injuries which he sustained.

Sgt. Gurney K. Pittenger of the Nebraska State Patrol testified from his investigation notes of this accident, without objection, that the automobile in which the plaintiff’s decedent *499 was riding was westbound on the highway. The vehicle veered and appeared to go off the road onto the north shoulder, and following an attempt to steer hard to the left to pull back onto the highway, the driver overcorrected and lost control of the vehicle. The vehicle veered across the highway into the path of an oncoming pickup truck, which struck Oelkers’ car broadside on the passenger side, spinning the car around. The spin ejected Oelkers’ passengers, including the plaintiff’s decedent. The skid marks left on the pavement indicated that at the time Oelkers reentered the highway from the shoulder, he was traveling at 66 miles per hour.

Oelkers was unable to recall the accident or the events immediately preceding it without the aid of hypnosis. However, without hypnosis, he testified that on the day of the accident and on previous occasions he had driven through the Highway 30 construction area during daylight hours. Oelkers also testified that he “assumed” there was a dropoff at the edge of the pavement. He was aware of the danger of veering into the lane of oncoming traffic when reentering the roadway after dropping off a pavement edge. Oelkers’ driver’s education instructor testified that he had taught his students, including Oelkers, techniques for safely reentering the roadway after a pavement edge dropoff.

At the time of the accident, a private contractor engaged by the State was resurfacing Highway 30. At the site of the accident, the road surface was fresh asphaltic concrete, totaling 29 feet in width. Each traffic lane was 12 feet wide, with a 21/2-foot paved shoulder. There was a 4- to 5-inch dropoff from the edge of the pavement shoulder to the unpaved dirt shoulder. Raised plastic markers delineated the centerline of the highway, but there were no markings setting out the edge of the highway or the edge of the paved shoulder. However, there were 6- by 12-inch reflective yellow panels, raised on posts, mounted 6 to 18 inches outside the edge of the pavement — every 300 feet. Additionally, there were large yellow-orange signs stating, “Sharp Drop-off at Pavement Edge,” placed at intervals alongside the construction project area. A driver traveling west from the eastern end of the construction area to the site of the accident would have passed no fewer than six of these signs.

*500 The plaintiff offered the deposition of Berg, primarily on the issue of the standard of care to which the State was to be held in planning, directing, and executing a highway construction project such as the project on Highway 30. The State objected to the admission of the deposition on the grounds that the deposition was hearsay and that there had been no showing of unavailability as required by Neb. Rev. Stat. § 27-804(2)(a) (Reissue 1989). The State did stipulate that Berg lived more than 100 miles from the place of trial. The district court admitted the deposition over the State’s objection. However, because we find the trial court was in error in admitting this deposition testimony, as will be explained later, we make no further reference to Berg’s testimony.

Offered and received in evidence without objection were exhibit 10, the U.S. Department of Transportation’s Manual on Uniform Traffic Control Devices for Streets and Highways (1978) (manual), and exhibit 34, the U.S. Department of Transportation’s Traffic Control Devices Handbook (1983) (handbook), to which reference will be made later.

The manual has been adopted by the Department of Roads as the State’s rules and regulations “to provide a uniform system of traffic-control devices on all highways within this state.” Neb. Rev. Stat. § 39-698 (Reissue 1988); 411 Neb. Admin. Code, ch. 1, § 001.01 (1989). See Raben v. Dittenber, 230 Neb. 822, 434 N.W.2d 11 (1989). At trial, the court received both the manual and the handbook into evidence without objection by the State, independent of Berg’s deposition. The court also received portions of the Department of Roads’ Standard Specifications for Highway Construction (1985) (standard specifications) and the Highway 30 project plans.

Section 507.05(2)(b) of the standard specifications provides as follows:

When shown in the plans, temporary yellow Type II object markers shall be installed at the time of placement of the bottom layer of asphaltic concrete. These markers shall be placed at 300’ intervals on both sides of the roadway either opposite each other or at staggered one-half (1/2) intervals on both sides. . . . The markers shall be firmly installed twelve inches plus or minus six *501 inches from the pavement edge at a minimum height of three feet from ground elevation to the base of the object marker. The object markers shall consist of six inch wide by twelve inch high base material with yellow reflective flat sheeting adhered firmly on both sides.

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Bluebook (online)
489 N.W.2d 298, 241 Neb. 496, 1992 Neb. LEXIS 276, Counsel Stack Legal Research, https://law.counselstack.com/opinion/maresh-v-state-neb-1992.