Klamath County v. Department of Transportation

116 P.3d 924, 201 Or. App. 10, 2005 Ore. App. LEXIS 967
CourtCourt of Appeals of Oregon
DecidedAugust 3, 2005
Docket108652; A124664
StatusPublished

This text of 116 P.3d 924 (Klamath County v. Department of Transportation) is published on Counsel Stack Legal Research, covering Court of Appeals of Oregon primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Klamath County v. Department of Transportation, 116 P.3d 924, 201 Or. App. 10, 2005 Ore. App. LEXIS 967 (Or. Ct. App. 2005).

Opinion

EDMONDS, P. J.

Petitioner Klamath County seeks judicial review of an administrative order of the Oregon Department of Transportation (ODOT) that ordered the closure of a railroad grade crossing1 Klamath Falls. The proposed crossing closure is vigorously opposed by the local community; Klamath County adopted a resolution opposing the closure of the grade crossing and offered to pay half the cost of constructing an overpass. In addition, 1,853 residents of the county signed a petition opposing the closure. On review, the county argues that ODOT did not have statutory authority to order the closure without the county’s approval and that there is not substantial evidence to support ODOT’s finding that the public health and safety requires the closure. After considering the county’s arguments in light of the applicable law, we affirm.2

Several statutes relate to ODOT’s authority over railroad grade crossings. ORS 824.202 establishes the state’s policy in that regard:

“It is the policy of this state to achieve uniform and coordinated regulation of railroad-highway crossings and to eliminate crossings at grade wherever possible. To these ends, authority to control and regulate the construction, alteration, and protection of railroad-highway crossings is vested exclusively in the state, and in the Department of Transportation as provided in ORS 824.200 to 824.256.”

ORS 824.206(l)(b) implements that policy by authorizing ODOT to “[a]Iter or abolish any grade crossing” if that action “is required by the public safety, necessity, convenience and general welfare.” The statute also authorizes ODOT to require “a separation of grades at any such crossing.”

[13]*13In light of the above statutes, we turn to the evidentiary record in this case. The Burlington Northern & Santa Fe Railway (BNSF)3 has a rail yard at Klamath Falls that it uses to hold trains for crew changes and other purposes, to break up trains, and to build trains. Trains enter and leave the yard at its north and south ends on the main line. Many of the yard’s activities require significant switching of rail-cars among the various tracks in the yard. Just north of where the yard tracks end, the Midland Highway, state route 420, crosses the railroad’s main line. The crossing is protected by automatic warning lights and by gates that prevent vehicle movement on the road over the tracks when the gates are down. The automatic crossing protection is activated when trains block the crossing as they leave or enter the yard. In addition, the switching of train cars often activates the crossing protection gates and causes them to come down, even if a train does not actually block the tracks.

The route of Midland Highway follows several different streets and roads before and after the crossing in issue. It runs south from the central area of Klamath Falls on Washburn Way until Washburn Way reaches LaVerne Avenue. The highway then turns west and follows LaVerne Avenue for about eight tenths of a mile. The grade crossing at issue is on LaVerne Avenue. West of the LaVerne Avenue crossing, the highway turns south on Tingley Lane. Shortly afterwards, Tingley Lane intersects with State Highway 140 at the South Side Bypass. The closing of the crossing will require motorists who wish to access the area west of the crossing to connect with State Highway 140 and then proceed to the South Side Bypass and then north on Tingley Lane and then east on LaVerne Avenue. That route is about 1.6 miles farther than using the crossing in issue. The additional travel time to use the route caused by the closure of the crossing is between one and one-half and two and one-half to five minutes, assuming that the crossing is not blocked by a train; if it is, the agency found that the longer route is likely to be faster.

[14]*14Near the junction of LaVerne Avenue and Tingley Lane and west of the grade crossing are several small businesses, many of whose customers presently use LaVerne Avenue to get to the businesses. In addition, a significant amount of through traffic uses LaVerne Avenue and Tingley Lane to travel from Washburn Way to the Bypass or south on Tingley Lane. Because of the amount of traffic, the intersection of Tingley Lane and the Bypass is one of the most dangerous in the state. Between 1986 and 2003, there were 99 crashes at that intersection that resulted in either serious injuries or fatalities. Vehicle movements north to south on Tingley Lane accounted for 31.5 percent of the crashes, while vehicle movements south to north on Tingley Lane accounted for 51 percent of the accidents. The intersection is currently protected by a flashing red light controlling the north-south traffic on Tingley Lane. ODOT does not believe that installing traffic signals would reduce the number of accidents.

For a number of years, BNSF, at the recommendation of the Federal Railway Administration, has had a program of closing grade crossings; it currently closes between 400 and 700 private and public grade crossings a year. Since it began the program in 1995, train collisions at grade crossings have decreased from 5.4 collisions per million train miles to 2.89 collisions per million train miles. Closing a grade crossing eliminates the risk of collisions with vehicles, bicycles, and pedestrians. A grade crossing, like the one at issue, that does not cross the road at a 90-degree angle, is especially dangerous because of limited sight distances and poor angles. A nearby hill and the yard office also affect the ability of approaching motorists to see activity on the tracks near the crossing in this case. There were six train-vehicle accidents at the LaVerne Avenue crossing between 1970 and 1996.

BNSF has significantly increased its rail traffic through Klamath Falls since 2002, resulting in longer trains and greater delays at grade crossings. Activity in the yard and arriving and departing trains frequently activate the protection at the LaVerne Avenue grade crossing. Records from one week in February 2003 and one week in March 2003 show that those movements activated the gates between 38 and 77 times during a 24-hour period, and that the total time [15]*15of activation during each 24-hour period varied from one hour and 22 minutes to 4 horns and 31 minutes. In addition, a waste treatment facility is currently being constructed next to the rail yard; when completed, it will have rad access and will result in eight to 16 additional activations per day. Each use of the crossing requires the engine involved to sound its air horn, frequently subjecting employees walking about the yard to loud noises. The frequent activations result in some motorists, in apparent anger or frustration, driving around the gates; others turn around in the rail yard parking lot, endangering employees who may be present.

If the grade crossing is closed, ODOT wdl install culde-sacs on the highway on each side of the crossing.4 The culde-sac west of the crossing would make it easier for large trucks to maneuver, thus benefitting at least two of the nearby businesses. All of the nearby businesses would remain accessible from Tingley Lane. None of those businesses relies on drive-by traffic.

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Cite This Page — Counsel Stack

Bluebook (online)
116 P.3d 924, 201 Or. App. 10, 2005 Ore. App. LEXIS 967, Counsel Stack Legal Research, https://law.counselstack.com/opinion/klamath-county-v-department-of-transportation-orctapp-2005.