BROWN v. NBM RAIL SERVICES INC

District Court, D. Maine·Decided December 12, 2022·No. 1:21-cv-00101·Unknown

Opinion

UNITED STATES DISTRICT COURT DISTRICT OF MAINE

DANIEL A. BROWN, ) ) Plaintiff, ) ) 1:21-cv-00101-JAW v. ) ) NBM RAIL SERVICES, INC., ) ) Defendant. )

ORDER AFFIRMING IN PART AND REJECTING IN PART THE RECOMMENDED DECISION OF THE MAGISTRATE JUDGE

A defendant railroad objects to the Magistrate Judge’s recommendation that the Court deny summary judgment on a plaintiff railroad worker’s claim that the railroad violated 45 U.S.C. § 51 by acting negligently when it failed to provide him with a hydraulic machine to remove screw spikes. Because a railroad company is not liable under 45 U.S.C. § 51 for failing to provide the best or safest tool to its workers so long as it provides a reasonably safe tool, the Court rejects the Magistrate Judge’s recommended decision as to the railroad worker’s theory that the railroad acted negligently when it provided him with a claw bar to remove screw spikes but failed to provide him with a hydraulic machine. The Court otherwise affirms the Magistrate Judge’s recommended decision to grant summary judgment to the railroad as to the railroad worker’s other two legal theories and thereby grants summary judgment on the railroad worker’s 45 U.S.C. § 51 claim. I. PROCEDURAL HISTORY On April 8, 2021, Daniel Brown filed a complaint under Title 45 U.S.C. § 51,

et seq., the Federal Liability Act (FELA), and Title 49 U.S.C. § 20701, et seq., the Federal Locomotive Inspection Act (FLIA). Compl. (ECF No. 1).1 On April 7, 2022, NBM Rail Services (NBM Rail) filed a joint statement of stipulated facts. Joint Statement of Stipulated Facts Deemed Admitted Solely for Purpose of Summ. J. (ECF No. 35) (JSSF). On April 12, 2022, NBM Rail filed a motion for summary judgment on all claims, Mot. for Summ. J. (ECF No. 38) (Mot. for Summ J.), and its statement of material facts. Def.’s Statement of Material Facts (ECF No. 39)

(DSMF). On May 4, 2022, Mr. Brown filed his response to NBM Rail’s motion for summary judgment, Response to Mot. for Summ. J. (ECF No. 41) (Pl.’s Opp’n), and his opposition to NBM Rail’s statement of material facts. Pl.’s Opp’n to Def.’s Statement of Material Facts and Additional Statement of Material Facts (ECF No. 42) (PSAMF). On May 24, 2022, NBM Rail filed a reply in support of its motion for summary judgment. Reply in Supp. of Mot. for Summ J. (ECF No. 45).

The United States Magistrate Judge filed with the Court on October 13, 2022 his Recommended Decision, recommending that the Court grant NBM Rail’s motion as to the Plaintiff’s allegation that the mere use of a claw bar constitutes negligence, that the Court deny the Plaintiff’s motion to amend the complaint to assert a failure to train claim or, alternatively, grant its motion for summary judgment on that issue, and deny its motion as to Plaintiff’s claim that the

1 During the litigation, Mr. Brown dropped his FLIA claim and chose to pursue only his FELA claim. Recommended Decision at 17 n.6; Mot. for Summ J. at 16. Defendant was negligent for directing him to use a claw bar and not a hydraulic machine to remove screw spikes. Recommended Decision on Mot. for Summ. J. (ECF No. 49) (Recommended Decision). NBM Rail filed its objection to the

Recommended Decision on October 27, 2022. Obj. to Report and Recommended Decision (ECF No. 50) (Def.’s Obj.). Mr. Brown filed his response to NBM Rail’s objection on November 10, 2022. Resp. to Obj. to Report and Recommended Decision (ECF No. 51) (Pl.’s Resp.). II. FACTS A. Background

Mr. Brown is a resident of Orneville Township, in Piscataquis County, Maine. Compl. ¶ 1. He worked for Eastern Maine Railway from June 2017 until December 2017. PSAMF ¶ 1. NBM Rail hired Mr. Brown on April 10, 2018, as a temporary track laborer. JSSF ¶ 2. B. Railway Fasteners A railway consists of steel running rails installed on crossties embedded in the ground and surrounded by stones known as ballast. DSMF ¶ 1. Tie plates are

located between the crossties and the running rails, forming a part of the system used to fasten the track components together and to disperse the load of the passing trains. DSMF ¶ 2. The safety and efficacy of a railway demands the use of an appropriate system to fasten the running rails, tie plates, and crossties in place and to one another; in the absence of an appropriate fastening system, the forces applied by a train could move the rails out of position, creating a risk of derailment. DSMF ¶ 3. There exists a variety of means to fasten a running rail to a crosstie. DSMF ¶ 4. One of the most prevalent means to fasten a running rail to a crosstie

involves the use of cut spikes, which are angled, unthreaded spikes. DSMF ¶ 5.2 The cut spike is driven through a square hole in the tie plate into the crosstie, with the angled head of the cut spike pressing down on the running rail, thereby securing the running rail in place, with additional cut spikes installed as necessary to secure the tie plates to the crossties. DSMF ¶ 6. Another prevalent fastening system involves the use of an “elastic fastener,” which functions as a clip attached to

the tie plate to hold down the running rail. DSMF ¶ 7. In such a system, a screw spike is used to bolt the tie plate to the crosstie. DSMF ¶ 8. Unlike cut spikes, screw spikes do not contact the running rail. DSMF ¶ 9. Screw spikes are threaded and have flat washer heads. DSMF ¶ 10. A railway turnout is the place where a train may be diverted from one track to another. DSMF ¶ 12. A railway switch is the mechanism that diverts a train from one track to another. DSMF ¶ 11. Cut spikes and screw spikes may be used

in combination to fasten different components in a railway switch area. DSMF ¶ 11. C. Claw Bar Tool Running rails, tie plates, crossties, and the attendant fastening systems require periodic maintenance and at times, replacement. DSMF ¶ 14. In a project that requires the removal of running rails or crossties, track maintenance personnel

2 To view each fastening method, see DSMF ¶¶ 5-10. must remove the fasteners used to secure the running rails and tie plates to the crossties, regardless of whether the fasteners are screw or cut spikes. DSMF ¶ 15. The tool used to remove the fasteners depends on the circumstances, including the

condition of the running rail, tie plate, or fastener and the location of the fastener relative to other equipment. DSMF ¶ 16. A claw bar is a specialized tool used in the railway industry to remove fasteners. DSMF ¶ 18. A claw bar is an approximately five-foot long metal bar, with one end designed to slide underneath the head of a fastener. DSMF ¶ 20. The user applies force to the other end of a claw bar to lift the head of the fastener.

DSMF ¶ 21. The user can adjust the amount of force conveyed, backing off or ceasing to apply force entirely if the claw bar does not prove effective at removing the fastener. DSMF ¶ 23. Unlike larger powered tools, such as a hydraulic spike puller or on-track maintenance machine, a claw bar conveys force based only on the manual force generated by the user. DSMF ¶¶ 22-23. A claw bar is particularly useful for removing fasteners in switch areas, where many of the track components could be together in a tight space, making it difficult to use powered tools. DSMF ¶

23.

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