Kirkwood v. State

748 N.W.2d 83, 16 Neb. Ct. App. 459
Nebraska Court of Appeals·Decided February 26, 2008·No. A-05-1226, A-06-630·Published·Cited by 30 cases

Opinion

748 N.W.2d 83 (2008)
16 Neb. App. 459

William KIRKWOOD et al., Appellees
v.
STATE of Nebraska, Appellant, and
Shelter Mutual Insurance Company, Intervenor-Appellee.

Nos. A-05-1226, A-06-630.

Court of Appeals of Nebraska.

February 26, 2008.

*91 Jon Bruning, Attorney General, and Matthew F. Gaffey, for appellant.

Martin J. Troshynski, of Baskins, Pederson & Troshynski, North Platte, Paul J. Hickey, of Hickey & Evans, L.L.P., and Mark A. Christensen, of Cline, Williams, Wright, Johnson & Oldfather, L.L.P, Lincoln, for appellees William Kirkwood et al.

P. Stephen Potter, P.C., Gothenburg, for appellee Ross Ostergard.

IRWIN, SIEVERS, and CASSEL, Judges.

CASSEL, Judge.

I. INTRODUCTION

The State of Nebraska appeals from the judgments of the district court for Lincoln County, following separate bench *92 trials, in favor of William Kirkwood, Robert Johnson, and Mavis Johnson (collectively Kirkwood Appellees) in case No. A-05-1226 and in favor of Ross Ostergard in case No. A-06-630 on their actions under the State Tort Claims Act, see Neb.Rev. Stat. § 81-8,209 et seq. (Reissue 2003), to recover damages sustained as a result of two separate two-vehicle collisions at an intersection where the northbound vehicles at issue did not stop. The district court determined that the State was negligent in failing to comply with the Manual on Uniform Traffic Control Devices (Manual) in placing stop signs and other warning devices at the intersection. In Kirkwood Appellees' case, the court determined that the State's negligence was the sole proximate cause of the damages sustained by Kirkwood Appellees. Approximately 7 months after the Kirkwood trial, the same district court judge held a bench trial in Ostergard's case and subsequently found that Ostergard was 40-percent negligent and that the State was 60-percent negligent. Following oral arguments in case No. A-05-1226 and pursuant to our authority under Neb. Ct. R. of Prac. 11B(1) (rev. 2006), we ordered case No. A-06-630 submitted without oral argument. We have consolidated these cases for purposes of opinion and disposition, and we affirm the district court's judgment in each case.

II. BACKGROUND

1. INTERSECTION

The accidents at issue occurred at the intersection of a road called Newberry Access (Newberry Road) and U.S. Highway 30, which intersection is located at the east corporate limits of North Platte, Nebraska. Newberry Road runs north and south and has a speed limit of 55 miles per hour on the south leg and 50 miles per hour on the north leg. The north leg is also Highway 30, but to avoid confusion, we will refer to that section of the road as the north leg. Highway 30 runs east and west, and the speed limit is 60 miles per hour. The intersection was formerly a T-intersection, requiring a northbound traveler on the south leg of Newberry Road to turn onto Highway 30 at the intersection, and it is a "wide-throat intersection," meaning that it has a large turning radius to accommodate drivers turning right. In September 2002, the north leg opened for travel.

The terrain on the south leg of Newberry Road is fairly flat, and the road has a slight curve. A topography survey conducted in March 2005 showed that the south leg of Newberry Road sloped upward as it approached the intersection. Highway 30 is mostly level, but it is "super elevated" to keep the high-speed traffic from running off the curvature of the road. The elevation of Highway 30 at the intersection is lower than the grade of the south approach of Newberry Road. The north leg is elevated over railroad tracks.

A traffic engineering analyst for the Nebraska Department of Roads (DOR) testified that the north leg "might be a distraction" to a northbound driver. He explained that such a driver might think the grade separation where the north leg passes over the railroad is actually a highway interchange and would then expect the intersection to be closer to the grade separation. He testified that a northbound driver does not see Highway 30 pass through the intersection, partly because it is a superelevated curve. A deputy sheriff with the Lincoln County sheriff's office testified that a driver approaching the intersection from the south leg of Newberry Road would see, from a distance, the north leg but would not see Highway 30. But he testified that Highway 30 would be apparent once a *93 driver reached the stop signs at the intersection. North Platte Police Chief Martin Gutschenritter testified that an individual involved in an accident at the intersection called to share his concerns and told Gutschenritter that he was "`mesmerized by that overpass'" and that he thought Newberry Road "`was a straight shot through.'"

2. SIGNAGE AND SIGNAGE PLANS FOR INTERSECTION

Traffic on Highway 30 does not stop or slow at the intersection. For the benefit of drivers approaching the intersection on the south leg of Newberry Road, there is a sign on the right side of the road designating a stop ahead with a plaque underneath that states "1500 FT." Approximately 500 feet later, a junction sign is located on the right side of the road, showing "4th STREET" to the west (the west leg of Highway 30 is called Fourth Street) and "30" (designating the highway) to the north and to the east. An unspecified distance later, the words "STOP AHEAD" appear on the pavement. Then, a highway direction and distance sign is posted on the right side of the road, showing that North Platte is to the west and that an airport and Gothenburg, Nebraska, are a certain number of miles to the east. At the intersection, a stop sign is located in what appears to be the center of an island on the left side of the road and another stop sign is located an unspecified distance from the shoulder on the right side of the road. Pictures in the record show two reddish-orange flags protruding from the top of each stop sign.

According to the March 2002 signing plan of the DOR, rumble strips were intended to be placed on the south leg of Newberry Road by the time the north leg opened. The strips were to be placed approximately 100 feet before the stop ahead sign. The rumble strips were not in place at the time of the accidents. Nor was there a stop line, a solid white line used to indicate the point behind which vehicles are required to stop, on the pavement. The signing plan did not show a stop line or the "STOP AHEAD" pavement marking, but a "notes" section on the plan contained the statement, "ANY PAVEMENT MARKING SHOWN IS FOR INFORMATION ONLY."

Lester O'Donnell, a district highway engineer for the DOR, raised concerns to others within the DOR about the plans for the intersection. Specifically, O'Donnell wanted stop control on Highway 30 and through traffic on Newberry Road. O'Donnell testified that he had recommended placing overhead stop signs at the intersection. The DOR determined that Highway 30 would not have stop control at the intersection, and the roadway design engineer in charge of the roadway design division of the DOR testified that the determination meant that the DOR would not have to reconstruct Highway 30. He explained that because travelers on Newberry Road would be stopping, they could then cross the superelevated curve of Highway 30 comfortably and safely at a low speed.

Jess Abasolo, a highway maintenance superintendent with the DOR, testified about his experience driving through the intersection, which he did at least once every other week.

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Kirkwood v. State, 748 N.W.2d 83, 16 Neb. Ct. App. 459 (Neb. Ct. App. 2008).

748 N.W.2d 83 (Kirkwood v. State) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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