Nay v. BNSF Railway Company

CourtDistrict Court, W.D. Washington
DecidedNovember 16, 2021
Docket3:19-cv-05425
StatusUnknown

This text of Nay v. BNSF Railway Company (Nay v. BNSF Railway Company) is published on Counsel Stack Legal Research, covering District Court, W.D. Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nay v. BNSF Railway Company, (W.D. Wash. 2021).

Opinion

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5 UNITED STATES DISTRICT COURT 6 WESTERN DISTRICT OF WASHINGTON AT TACOMA 7 8 TIM NAY, et al., 9 Plaintiffs, Case No. C19-5425-BHS-MLP 10 v. ORDER 11 BNSF RAILWAY COMPANY, et al., 12 Defendants. 13 I. INTRODUCTION 14 This matter is before the Court on Defendants BNSF Railway Company (“BNSF”), 15 National Railroad Passenger Company (d/b/a/ “Amtrak”), Timothy Burch, and Thomas 16 Matlock’s Motion to Strike Expert Disclosures and Proposed Testimonies (“Defendants’ 17 Motion”). (Defs.’ Mot. (dkt. # 77).) Defendants request that the Court strike the expert 18 disclosures and proposed testimonies of Brandon Ogden and Joellen Gill because their expert 19 opinions fail to meet the standards established by Federal Rule of Evidence 702 and Daubert v. 20 Merrell Dow Pharm., Inc., 509 U.S. 579 (1993). (Id. at 1.) 21 Plaintiffs Tim Nay, in his capacity as personal representative of the estate of Maria 22 Gonzalez Torres (“Ms. Gonzalez Torres”), and Gregory Price, in his capacity as guardian ad 23 1 litem of minor I.G., oppose Defendants’ Motion. (Pls.’ Resp. (dkt. # 82).). Defendants filed a 2 reply. (Defs.’ Reply (dkt. # 90).) Neither party requested oral argument. 3 Having considered the parties’ submissions, the governing law, and the balance of the 4 record, the Court GRANTS in part and DENIES in part Defendants’ Motion (dkt. # 77), as

5 further explained below. 6 II. BACKGROUND 7 Plaintiffs filed a wrongful death action arising from an Amtrak train/vehicle collision at a 8 private railroad grade crossing (“the Crossing”) in Camas, Washington, that resulted in the death 9 of Ms. Gonzalez Torres on May 16, 2017.1 (Pls.’ Am. Compl. (dkt. # 31).) Due to the nature of 10 the accident, Plaintiffs secured Mr. Ogden, a railway operations consultant, and Ms. Gill, a 11 human-factors engineering consultant, to offer expert testimony regarding BNSF and Amtrak’s 12 (“Railroad Defendants”) train operations and rule interpretations. (Pls.’ Resp. at 1.) 13 A. Brandon Ogden 14 Mr. Ogden is a railway operations consultant who has a decade of experience as a BNSF

15 certified switchman and conductor. (Ogden Decl. (dkt. # 83) at ¶¶ 2, 19, Ex. 1 (dkt. # 83-1) at 16 2-3, 29-30.) While working at BNSF, Mr. Ogden served as a Trainmaster, Director of 17 Administration, Terminal Manager, and Superintendent of Operations. (Id. at ¶ 19, Ex. 1 at 2-3, 18 29-30.) Mr. Ogden’s previous experience includes investigating derailments, crossing accidents, 19 and personal injuries, and he has previously supervised new hire training programs for BNSF 20 employees. (Id. at ¶ 20, Ex. 1 at 2-3, 29-30.) In addition, Mr. Ogden has previously been retained 21 as a railroad operations expert concerning train handling, switch operation, hand brake operation, 22

23 1 In addition to the Defendants’ instant Motion, Defendants concurrently filed a motion for summary judgment. (Dkt. # 71.) Defendants’ motion for summary judgment remains pending determination by this Court. 1 grade crossing collisions, train/pedestrian incidents, rail equipment movement, and evaluation of 2 railroad employee rule compliance, and has provided expert testimony in over a dozen cases. (Id. 3 at ¶ 22, Ex. 1 at 2-3, 29, 32-33.) 4 As to his first opinion, Mr. Ogden opines that Railroad Defendants failed to give a proper

5 audible warning at the Crossing because the train’s video evidence confirms Defendant Matlock, 6 the train’s engineer, did not blow the horn until about a second prior to the collision with Ms. 7 Gonzalez Torres’s vehicle and because there were no active or audible warning devices at the 8 Crossing. (Ogden Decl., Ex. 1 at 7, 10.) Mr. Ogden posits that an improper visual warning was 9 provided at the Crossing due to impaired sight distances to motorists that failed to allow 10 motorists to determine the location of the Crossing, its condition, warning devices, and whether a 11 train is approaching. (Id. at 7-9.) Finally, Mr. Ogden opines that Railroad Defendants allowed 12 several dangerous and hazardous conditions to exist at the Crossing, making it an unreasonable 13 and unsafe place to cross. (Id. at 7.) On this point, Mr. Ogden notes improper design, layout, and 14 engineering of the roadway approach to the Crossing, improper placement of passive warning

15 signs, the absence of any advanced or active warning signs, and substantial vegetation visibility 16 obstructions. (Id. at 8-16.) 17 Next, under his second opinion, Mr. Ogden opines that BNSF’s “Crossing Closure 18 Program” tasked BNSF with properly evaluating the Crossing for potential closure. (Ogden 19 Decl., Ex. 1 at 16-17; see also id., Ex. 2 (dkt. # 83-2) at 3-4.) Based on factors to be considered 20 under the program, Mr. Ogden concludes Railroad Defendants failed to properly evaluate the 21 Crossing for closure. (Id. at 16-18.) As support for this opinion, Mr. Ogden notes that: (1) one to 22 two high-speed Amtrak passenger trains operated over the Crossing daily, with a maximum 23 authorized speed of 70 miles per hour; (2) there were four alternate private railroad crossings 1 within 2,250 feet of the Crossing, with one only 350 feet west of the Crossing, making the 2 Crossing redundant and unnecessary; (3) the ease of closing the Crossing as private crossings are 3 closed more frequently due to accidents happening at a higher rate than public crossings and the 4 lessened notice time required to close a private crossing; (4) the Crossing covered mainline track;

5 (5) the low volume of vehicle traffic at the Crossing because it served only 12 residential homes; 6 (6) the high volume of freight trains operating over the Crossing because 32-42 freight trains 7 operated over the Crossing daily with a maximum authorized speed of 60 miles per hour; (7) the 8 minimal amount of warning devices in place at the Crossing; (8) the hazardous conditions at the 9 Crossing due to its layout and design; and (9) because BNSF was aware of at least one other 10 previous train/vehicle collision at the Crossing. (Id. at 16-18.) 11 As to his third opinion, Mr. Ogden opines that Railroad Defendants and their employees 12 violated federal regulations and their own operating rules, processes, procedures, and industry 13 standards of care in operating the Amtrak train over the Crossing. (Ogden Decl., Ex. 1 at 19-27.) 14 Mr. Ogden notes that several BNSF engineers had previously indicated speedometer defects with

15 the train between May 14, 2017, and May 16, 2017, and that due to federal regulations 16 concerning speedometers under 49 C.F.R. § 229.117, the train should not have been operated in 17 excess of 20 miles per hour until the defects had been repaired.2 (Id. at 19-23.) Mr. Ogden 18 further notes that Defendant Matlock blew the horn only a single time for three seconds about 19

20 2 Per 49 C.F.R. § 229.117: (a) After December 31, 1980, each locomotive used as a controlling locomotive at speeds 21 in excess of 20 miles per hour shall be equipped with a speed indicator which is - (1) Accurate within ±3 miles per hour of actual speed at speeds of 10 to 30 miles per 22 hour and accurate within ±5 miles per hour at speeds above 30 miles per hour; and . . .

23 (b) Each speed indicator required shall be tested as soon as possible after departure by means of speed test sections or equivalent procedures. 1 one second prior to impact with Ms.

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Nay v. BNSF Railway Company, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nay-v-bnsf-railway-company-wawd-2021.