Richard v. Union Pacific Railroad Co.

CourtCalifornia Court of Appeal
DecidedOctober 24, 2024
DocketB322044
StatusPublished

This text of Richard v. Union Pacific Railroad Co. (Richard v. Union Pacific Railroad Co.) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Richard v. Union Pacific Railroad Co., (Cal. Ct. App. 2024).

Opinion

Filed 9/30/24; Certified for Publication 10/24/24 (order attached)

IN THE COURT OF APPEAL OF THE STATE OF CALIFORNIA

SECOND APPELLATE DISTRICT

DIVISION THREE

TERRENCE RICHARD, B322044

Plaintiff and Appellant, (Los Angeles County Super. Ct. No. BC665842) v.

UNION PACIFIC RAILROAD COMPANY,

Defendant and Respondent.

APPEAL from a judgment of the Superior Court of Los Angeles County, Gregory W. Alarcon, Judge. Reversed. Hildebrand, Mcleod & Nelson, Victor A. Russo, and Charles S. Bracewell, for Plaintiff and Appellant. Pacific Employment Law, Joseph P. Mascovich; Quinn  Covarrubias, Stephanie L. Quinn, and Mariel Covarrubias, for Defendant and Respondent.

_______________________________________ INTRODUCTION Terrence Richard fell from a train and broke his leg while working as a brakeman for Union Pacific Railroad Company (Union Pacific). Richard sued Union Pacific for negligence under the Federal Employers’ Liability Act (FELA) (45 U.S.C. § 51 et seq.). A jury returned a special verdict for Union Pacific, finding the company was not negligent. On appeal, Richard contends the trial court erred by granting Union Pacific’s motion in limine to exclude the testimony of Richard’s retained expert, Richard Hess. Hess is a retired Union Pacific railroad engineer who had worked for the last 15 years of his career on the track where Richard was injured. Hess would have testified that when starting a very long train on that track, it is necessary to engage the throttle and release the brakes simultaneously to avoid excessive “slack action” at the rear of the train. “Slack action” is the movement of the expandable and retractable coupling spaces between a train’s railcars. The length of the train increases the slack, and the amount of slack action affects the severity of the shock of train movements. Hess further would have testified that immediately before Richard’s accident, the locomotive engineer released the brakes and then waited 24 seconds before engaging the throttle. Hess would have opined that this delay caused a surge at the end of the train where Richard was working, making it difficult for him to avoid losing his footing. We conclude that the trial court erred by excluding Hess’s testimony. Hess had experience relevant to the subject about which he was to testify, and his testimony would have been helpful to the jury because it would have assisted the jury in

2 interpreting the video of Richard’s fall and understanding how the locomotive engineer’s actions may have caused a surge at the rear of the train. The exclusion was prejudicial because it left Richard without a witness to testify to what Union Pacific’s locomotive engineer did and why it was dangerous. We therefore reverse the judgment for Union Pacific and remand the matter for a new trial. FACTS AND PROCEDURAL BACKGROUND I. Richard’s injury. On the evening of February 21, 2016, Richard was working as a brakeman at Union Pacific’s City of Industry railyard. Shortly after 6:00 p.m., Richard, conductor Raymond Salcido, and locomotive engineer David Pereyra were assigned to route an incoming train from track 801 to the railyard. When the train arrived, Richard disconnected the rear locomotive from the back of the train. He then climbed aboard the rear railcar and directed the locomotive engineer, Pereyra, to pull forward about 25 car lengths. As the train moved forward, Richard fell from the rear railcar, sustaining a compound fracture to his ankle. Richard’s injury required three surgeries and created ongoing physical limitations. The train from which Richard fell was more than 7,000 feet long and was composed of front and rear locomotive engines and 105 intermodal railcars—flatbed railcars with double-stacked cargo containers on top.1 The railcars were connected by

1 For consistency, we will refer throughout this opinion to the engines powering the trains as “locomotives,” to the intermodal cars as “railcars,” and to the locomotives and railcars together as the “train.”

3 “knuckles” that created slack between the railcars, allowing the train to go around curves and over hills and valleys. Because of its length, the train had a total of about 55 feet of slack between the railcars. The train was powered by diesel locomotives, which generated electricity that was sent through a grid to the axles that turned the train’s wheels. The locomotive engineer controlled the train’s speed by engaging the throttle. At higher throttle settings, the locomotive generated more electricity, sending more “tractive effort” to the axles to turn the wheels.2 The locomotive engineer also controlled the train’s two braking systems: (1) the “locomotive brakes” (also called the “independent” brakes) that decelerated/stopped the locomotive; (2) and the “train brakes” (also called the “automatic brakes”) that decelerated/stopped the railcars. The train brakes were powered by air, which traveled through a brake pipe to each railcar. Because of the length of this train, it took about 20 seconds for the train brakes to fully engage. The track on which Richard fell had an unusual “bowl” or “U” shape, such that when a long train was stopped on it, the train’s rear cars were on a downhill slope and its front cars were on an uphill slope. Because of the track’s grade, the rear railcars

2 “Tractive” means “used for pulling or drawing.” (CollinsDictionary.com, [as of Sept. 9, 2024], archived at https://perma.cc/75GJ-STF9>.) “Tractive effort” is “the force exerted by a locomotive or other powered vehicle on its driving wheels.” (CollinsDictionary.com, <(https://www.collinsdictionary.com/us/dictionary/english/tractive- effort> [as of Sept. 9, 2024], archived at .)

4 of a stopped train could “bunch” together, contracting the coupling space between the railcars. In that event, the back of the train could not begin moving until the slack between the rear railcars had been eliminated or “pull[ed]” out. Data retrieved after the accident from the train’s event recorder or “black box” showed that Pereyra began releasing the train brakes at 18:40:59. Twenty-four seconds later, at 18:41:23, Pereyra moved the throttle from “idle” to “throttle one.” The train brakes were fully released by 18:41:32. Pereyra then released the locomotive brake, and at 18:41:51, he moved from throttle one to throttle two. The wheels began to move at 18:42:05, and Pereyra moved the throttle back to throttle one at 18:42:16. The fastest speed reached by the locomotive before Pereyra applied the brakes was 3.6 or 3.7 miles per hour. A surveillance video of the train yard on the night of the accident (the yard surveillance video) showed Richard falling from the rear railcar after the train began moving. II. The present action.

A. Complaint. Richard filed the present action in June 2017, alleging a single cause of action for negligence under FELA.3 Richard

3 Although injured employees in California generally are entitled to workers’ compensation benefits regardless of whether the employer was at fault (Lab. Code, § 3200 et seq.), workers’ compensation benefits are not available to railroad employees who suffer on-the-job injuries. Instead, their right of recovery is governed by FELA, which permits recovery only if the employer was negligent. (Fair v. BNSF Railway Co. (2015) 238 Cal.App.4th 269, 275 (Fair); Lund v. San Joaquin Valley Railroad (2003) 31 Cal.4th 1, 6 (Lund).) An action under FELA may be brought in either federal or state court. If a FELA action is brought in

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Bluebook (online)
Richard v. Union Pacific Railroad Co., Counsel Stack Legal Research, https://law.counselstack.com/opinion/richard-v-union-pacific-railroad-co-calctapp-2024.