Rains v. BNSF Railway Co.

578 F. Supp. 2d 842, 2008 WL 5539476, 2008 U.S. Dist. LEXIS 106407
CourtDistrict Court, N.D. Texas
DecidedAugust 27, 2008
Docket3:06-cv-00858
StatusPublished
Cited by1 cases

This text of 578 F. Supp. 2d 842 (Rains v. BNSF Railway Co.) is published on Counsel Stack Legal Research, covering District Court, N.D. Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rains v. BNSF Railway Co., 578 F. Supp. 2d 842, 2008 WL 5539476, 2008 U.S. Dist. LEXIS 106407 (N.D. Tex. 2008).

Opinion

ORDER GRANTING DEFENDANT’S MOTION FOR SUMMARY JUDGMENT

TERRY R. MEANS, District Judge.

Plaintiff Kevin Rains commenced this suit under section one of the Federal Employers Liability Act (“FELA”) seeking damages for injuries he claims he sustained after a slip and fall while working as a conductor for defendant BNSF Railway Company (“BNSF”). Rains contends that his injuries were caused, in whole or in part, by the negligence of BNSF in failing to keep a walkway along a railway bridge clear of ballast. 1 The Court has before it BNSF’s motion (doc. #57) for summary judgment. After review of pleadings, the Court concludes that BNSF is entitled to summary judgment in its favor.

I. Factual Background

On October 1, 2004, Rains was the conductor on a BNSF freight train traveling from Wellington, Kansas, to Amarillo, Texas. The train left Wellington at 9:00 a.m. and proceeded to run normally before reaching a bridge that crosses the Cimar-ron river. As the train approached the bridge, it experienced a sudden and unexpected emergency application of its brakes. This is commonly referred to as an undesirable emergency or “UDE.”

A UDE is typically caused by a defect in the train’s air-brake system or by the uncoupling of two cars, and it causes the train to come to a complete stop outside of the operator’s control. Once stopped, the train cannot move again until the cause of the UDE is discovered and the defect repaired. It is the responsibility of the conductor to disembark the train and search for the defect.

The train, which was more than 8000 feet long, came to a complete stop straddling the entire length of the 2600-foot bridge. Rains got off the train and began *845 his inspection to ascertain the cause of the UDE. He began walking back east along the south side of the train. He found no defects on the portion of the train that was west of the bridge. He continued his inspection on the bridge.

The bridge is a wooden-deck structure, and was designed with a wooden walkway intended for use by BNSF employees who are required to traverse the bridge while performing official duties. A nineteen-inch high ballast retainer separates the walkway from the track-bed. On the other side of the walkway is a wooden handrail. The walkway extends the full length of the bridge.

As the name implies, the ballast retainer acts as a barrier between the train tracks and the adjacent walkway and is intended to prevent ballast on the tracks from spilling onto the walkway surface, which would create a safety hazard. Ballast is rock that is placed around and under the railroad ties to provide support and drainage for the ties and ultimately, the track-bed. Ballast presents a safety hazard because it is not stable and tends to shift underfoot.

As Rains proceeded down the walkway inspecting the train, he encountered ballast that had spilled onto the walkway. The spilled ballast was deep, nearly reaching the top of the nineteen-inch retainer, and it was significantly sloped downward toward the edge of the walkway where the handrail was situated. The track-bed above the walkway appeared to Rains to be compacted, or “tamped,” and relatively safe to traverse. He climbed up to the track area and continued to walk and inspect the train.

As Rains reached the east end of the bridge, he slipped and fell to his right. He landed in a prone position striking his back on the ballast retainer. The loose ballast on the walkway carried Rains’s momentum and he slid under the handrail, nearly falling off the bridge. Rains instinctively grabbed the railing to stop himself from falling off the bridge. This jerked Rains’s shoulders and he was unable to pull himself back onto the walkway. He decided to let go and he fell ten feet to the ground landing on his feet and falling to his back. Rains suffered injuries to his shoulder and back and was required to have surgery. His injuries have permanently prevented Rains from returning to work as a train conductor.

Rains testified at his deposition that he does not know why he fell or what caused him to slip. In response to questions, Rains stated, “I don’t believe I slipped on the ballast up there [referring to the tamped track area he traversed after encountering the spilled ballast on the walkway].” (Def.’s App. at 24.) He admitted that he could have tripped over his own feet or tripped on the ballast retainer, but he did not believe the ballast caused him to fall. (Id.) And, although he was sure that he always watched where he put his feet, he could not explain why he slipped and fell, what caused him to slip and fall, and he conceded that he “could have been the mechanism that caused the fall, [his] own feet.” (Id.) 2 There are no witnesses to Rains’s accident.

II. Analysis

A. Summary-Judgment Standard

Summary judgment is proper when the record establishes “that there is no genuine issue as to any material fact and that the moving party is entitled to judgment as a matter of law.” Fed.R.Civ.P. 56(c). *846 An issue is considered “genuine” if “it is real and substantial as opposed to merely formal, pretended, or a sham.” Bazan v. Hidalgo Cty., 246 F.3d 481, 489 (5th Cir.2001). Facts are considered “material” if they “might affect the outcome of the suit under governing law.” Anderson v. Liberty Lobby, Inc., 477 U.S. 242, 248, 106 S.Ct. 2505, 91 L.Ed.2d 202 (1986). To determine whether there are any genuine issues of material fact, the Court must first consult the applicable substantive law to ascertain what factual issues are material. Lavespere v. Niagara Mach. & Tool Works, 910 F.2d 167, 178 (5th Cir.1990). Next, the Court must review the evidence on those issues, viewing the facts in the light most favorable to the nonmoving party. Newell v. Oxford Mgmt. Inc., 912 F.2d 793, 795 (5th Cir.1990).

In making its determination on the motion, the Court must look at the full record including the pleadings, depositions, answers to interrogatories, admissions on file, and affidavits. See Fed.R.Civ.P. 56(c); Williams v. Adams, 836 F.2d 958, 961 (5th Cir.1988). Rule 56, however, “does not impose on the district court a duty to sift through the record in search of evidence to support” a party’s motion for, or opposition to, summary judgment. Skotak v. Tenneco Resins, Inc., 953 F.2d 909, 915-16 & n. 7 (5th Cir.1992). Thus, parties should “identify specific evidence in the record, and ...

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578 F. Supp. 2d 842, 2008 WL 5539476, 2008 U.S. Dist. LEXIS 106407, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rains-v-bnsf-railway-co-txnd-2008.