Charles Harris v. Norfolk Southern Railway Company

784 F.3d 954, 2015 WL 1936843
CourtCourt of Appeals for the Fourth Circuit
DecidedApril 30, 2015
Docket13-1975, 13-2026
StatusPublished
Cited by14 cases

This text of 784 F.3d 954 (Charles Harris v. Norfolk Southern Railway Company) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Charles Harris v. Norfolk Southern Railway Company, 784 F.3d 954, 2015 WL 1936843 (4th Cir. 2015).

Opinion

*957 Affirmed in part, reversed in part, and remanded by published opinion. Chief Judge TRAXLER wrote the opinion, in which Judge KEENAN and Judge THACKER joined.

TRAXLER, Chief Judge:

-Norfolk Southern Railway Company (“Norfolk Southern”) appeals a district court order granting summary judgment against it on the issue of liability in a negligence action brought by Charles Harris, who seeks compensation for injuries he suffered as the result of a train derailment. Harris cross-appeals the district court’s order granting summary judgment against him on his claim for punitive damages. We affirm in part and reverse in part, and remand for further proceedings consistent with this opinion.

I.

On the morning of July 21, 2009, Harris was working on the second floor of the Black Bear Preparation Plant, a seven-story coal-loading facility (the “loadout”) in Mingo County, West Virginia. Harris’s employer, Cobra Natural Resources (“Cobra”), owned and operated the loadout, and Norfolk Southern owned and operated the train and owned the track involved in this case. On that morning, Norfolk Southern employees backed an empty train of freight rail cars over an area of the Ben Creek Spur railroad track, which ran underneath the loadout where Harris was working. Unbeknownst to anyone, a section of the rail approximately 35 feet from the loadout was heavily corroded and contained cracks between the rail head (the ball of the rail) and the web (the vertical part of the rail). When the rail cars passed over this portion of the damaged track, a section of the rail head separated from the web and several cars derailed. One of the cars crashed into the loadout’s support beams, precipitating the collapse of the loadout and causing Hams debilitating physical and mental injuries. An investigation into the derailment revealed that the head separation extended over nine feet of track. The summary-judgment evidence indicates that most of the separation occurred months or years before and that the derailment occurred when the final piece of webbing broke away from the rail head.

Central to this appeal are issues concerning what obligations Norfolk Southern had to inspect the track and maintain it, whether Norfolk Southern should have discovered the defect and taken action prior to the accident, and proximate cause.

Regarding the defect’s progression, cracks going all the way through the rail had run along the length of a nine-foot section between the rail head and the web for a lengthy period of time before the derailment. An extreme level of corrosion along the break of the rail confirmed that the rail had been damaged for several years. Indeed, Norfolk Southern’s own expert, Brett Pond, testified that of the hundreds of cracked, broken, or corroded rails he had examined in his career, this one was “the worst [he’d] ever seen.” J.A.-1246.

Norfolk Southern’s duty to inspect the rail arises from the Federal Rail Safety Act (“FRSA”), see 49 U.S.C. § 20101, et seq. Congress enacted the FRSA “to promote safety in every area of railroad operations and reduce railroad-related accidents and incidents.” 49 U.S.C. § 20101. To achieve this goal, Congress authorized the Secretary of Transportation to “prescribe regulations and issue orders for every area of railroad safety.” Id. § 20103(a). Accordingly, acting through the Federal Railroad Administration (“FRA”), the Secretary created comprehensive track safety standards (“TSS”) *958 that govern the maintenance, repair, and inspection of tracks. See 49 C.F.R. Part 213; Duluth, Winnipeg & Pac. Ry. Co. v. City of Orr, 529 F.3d 794, 796 (8th Cir. 2008).

Several parts of the TSS, as they existed on the date of the accident, are relevant to this appeal. Section 213.1 of Title 49 of the Code of Federal Regulations states that the TSS

preseribe[ ] minimum safety requirements for railroad track that is part of the general railroad system of transportation. The requirements prescribed in this part apply to specific track conditions existing in isolation. Therefore, a combination of track conditions, none of which individually amounts to a deviation from the requirements in this part, may require remedial action to provide for safe operations over that track. This part does not restrict a railroad from adopting and enforcing additional or more stringent requirements not inconsistent with this part.

49 C.F.R. § 213.1(a) (2009). Subparts B through E of section 213 prescribe minimum requirements for “roadbed and areas immediately adjacent to roadbed” (Subpart B), “the gage, alinement, and surface of track, and the elevation of outer rails and speed limitations for curved track” (Sub-part C), “ballast, crossties, track assembly fittings, and the physical conditions of rails” (Subpart D), and “certain track appliances and track-related devices” (Sub-part E). 49 C.F.R. §§ 213.31, .51, .101, .201 (2009).

Under the TSS, different classes of track have different maximum speeds and different maintenance and inspection requirements. See 49 C.F.R. §§ 213.9, .233-.369 (2009). Section 213.233 governs inspections of Class 1-5 tracks, of which the Ben Creek Spur is Class 2, see J.A. 2034, 2105. The regulation requires that inspections be made “by a person designated under [49 C.F.R.] § 213.7,” 1 but it provides very few specific limitations concerning how inspections must be conducted. 49 C.F.R. § 213.233(a). It requires that they “be made on foot or by riding over the track in a vehicle at a speed that allows the person making the inspection to visually inspect the track structure for compliance with this part.” 49 C.F.R. § 213.233(b). For an inspection made from a moving vehicle, the vehicle’s speed is left to “the sole discretion of the inspector, based on track conditions and inspection requirements,” except that vehicles may not exceed “[five] miles per hour when passing over track crossings and turnouts.” Id. The regulation even allows for a single inspector in a vehicle to simultaneously inspect two tracks 30 feet apart or for two inspectors in a vehicle to simultaneously inspect four tracks that are no more than 39 feet from the track over which their vehicle is travelling, so long as certain requirements are met. 2

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Cite This Page — Counsel Stack

Bluebook (online)
784 F.3d 954, 2015 WL 1936843, Counsel Stack Legal Research, https://law.counselstack.com/opinion/charles-harris-v-norfolk-southern-railway-company-ca4-2015.