United States Court of Appeals
         For the Eighth Circuit
     ___________________________

             No. 13-2658
     ___________________________

     Union Pacific Railroad Company

    lllllllllllllllllllll Plaintiff - Appellant

                        v.

    Progress Rail Services Corporation

   lllllllllllllllllllll Defendant - Appellee
     ___________________________

             No. 13-2797
     ___________________________

     Union Pacific Railroad Company

     lllllllllllllllllllll Plaintiff - Appellee

                        v.

    Progress Rail Services Corporation

   lllllllllllllllllllll Defendant - Appellant
                   ____________

 Appeals from United States District Court
   for the District of Nebraska - Omaha
              ____________
                             Submitted: October 9, 2014
                              Filed: February 11, 2015
                                   ____________

Before RILEY, Chief Judge, WOLLMAN and BYE, Circuit Judges.
                             ____________

WOLLMAN, Circuit Judge.

       Union Pacific Railroad Company (Union Pacific) filed suit against Progress
Rail Services Corporation (Progress Rail), alleging that Progress Rail negligently
reconditioned certain railcar axles, causing the axles to fail and two trains to derail.
In support of its claims, Union Pacific offered the expert testimony of metallurgical
engineer Hans Iwand. Progress Rail moved in limine to exclude Iwand’s testimony.
The district court1 granted the motion in part, excluding Iwand’s ultimate opinion that
Progress Rail’s negligence had caused the derailments. The district court determined
that the methodology supporting Iwand’s ultimate opinion did not satisfy the
standards set forth in the Federal Rules of Evidence and Daubert v. Merrell Dow
Pharmaceuticals, Inc., 509 U.S. 579 (1993). Iwand otherwise was allowed to testify.

       The case went to trial and, following eight days of testimony, a jury returned
a verdict in favor of Progress Rail. Union Pacific appeals, arguing that the district
court abused its discretion in excluding Iwand’s opinion and in admitting the opinion
of Progress Rail’s expert, Dr. Stuart Brown. Progress Rail has filed a conditional
cross-appeal that challenges the district court’s ruling regarding the 2007 amendment
to the Federal Railway Safety Act and the denial of Progress Rail’s motion for
judgment as a matter of law. We affirm the judgment of the district court and dismiss
the conditional cross-appeal as moot.

      1
        The Honorable Laurie Smith Camp, Chief Judge, United States District Court
for the District of Nebraska.

                                          -2-
                                    I. Background

       A wheelset is the wheel-axle assembly of a truck in a railroad car. It consists
of five main components: one axle, two wheels, and two bearings.




       The body of a railcar axle is located between two wheel seats. The wheels sit
on the wheel seats, which are located fifteen or sixteen inches from the end of the
axle. Beyond each wheel seat, there is a two-inch long dust guard, an inch-and-a-half
long fillet, and a journal that measures approximately twelve inches. The wheel seat,
dust guard, fillet, and journal comprise the outside end of the axle. The journal is
located at the far end of the axle and continues to the top of the fillet. The fillet has
a wider diameter than the journal and expands circumferentially at the inside end of
the journal to meet the dust guard. Bearings are pressed onto the journals at the end
of the axle.




                                          -3-
       Railcar axles are made of steel, which has a high stress level and a long life
      2
cycle. A pit, crack, nick, dent, or gouge on the fillet or journal of an axle, however,
is considered a stress riser. A stress riser is a surface injury or defect that can cause
fatigue-induced cracking. The surface injury or defect in this case was corrosion
pitting in the fillet area of the axles. “Pitting” refers to corrosion of the axle in the
form of round pits on the surface of the dust guard, fillet, or journal.

       Federal law prohibits railroads from placing or continuing in service any railcar
axles that have certain defects, including pitting and cracks. 49 C.F.R. § 215.105.
When railcar inspections reveal prohibited defects, the axle can be reconditioned by
removing the defects from the axle. Progress Rail reconditions axles for various
railcar owners at its facility in Sidney, Nebraska.

       This case arises out of two train derailments that occurred on Union Pacific
track. In July 2007, a train of 135 loaded coal cars derailed near DeWitt, Iowa. In
January 2010, a train of 123 loaded coal cars derailed near Martin Bay, Nebraska. In
each case, Union Pacific determined that the derailment was caused by a failed railcar
axle. In May 2006 and August 2009, respectively, Progress Rail had reconditioned
the axles that allegedly caused the DeWitt and Martin Bay derailments.

        Union Pacific filed suit against Progress Rail, claiming that Progress Rail
negligently reconditioned the DeWitt and Martin Bay axles. Union Pacific alleged
in its amended complaint that Progress Rail (1) failed to properly inspect the axles for
corrosion pits prior to mounting roller bearings on the axles; (2) failed to properly
remove corrosion pits; and (3) failed to properly refurbish the axles in accordance
with industry standards, thereby causing the axles to fail. Union Pacific’s expert
Hans Iwand is a licensed professional engineer who has a master’s degree in
mechanical engineering and more than twenty-five years of experience in derailment


      2
          Indeed, the axles at issue in this case were manufactured in the 1970s.

                                           -4-
investigation. Iwand inspected the fractured axles, examined the derailment sites, and
performed testing on the component parts. He concluded that Progress Rail’s
negligence caused the DeWitt and Martin Bay axles to fail.

       Iwand sought to testify that Progress Rail failed to properly remove corrosion
pits from the fillet area of the DeWitt and Martin Bay axles when it reconditioned
those axles. According to Iwand, corrosion pits act as stress risers and can cause
axles to fail. Iwand sought to opine that the corrosion pits that Progress Rail
allegedly failed to remove caused the axles to fail and the trains to derail. That the
axles failed fifteen and five months after being reconditioned was significant to
Iwand’s opinion on causation: “The fact that the failures occurred so soon after the
axle/bearing being reconditioned by Progress Rail indicates that there would have
been conditions present on the axles (pitting, cracking, etc.) to reveal the axles should
not have been returned to service.” Iwand could not identify which corrosion pits
caused the axles to fail, however, nor did he try to determine which corrosion pits
developed after Progress Rail reconditioned the axles.

       Progress Rail moved in limine to exclude Iwand’s expert opinion. In its order
on the motion, the district court explained that Iwand would be permitted to testify
“that certain corrosion pits and fatigue cracks in the axle were present at the time
Progress Rail refurbished them, . . . that Progress Rail failed to remove such corrosion
pits and fatigue cracks,” and “that corrosion pitting and fatigue cracks in the fillet
area of an axle can cause fractures in the journal, causing the axle to fail.” D. Ct.
Order of May 3, 2013, at 5. The district court ruled that Iwand would not be allowed
to offer his ultimate opinion “that corrosion pits and/or fatigue cracks present in the
axles before their refurbishing by Progress Rail actually caused the axle failures, or
more likely than not caused the axle failures.” Id. The district court determined that
this portion of Iwand’s opinion was not “supported by methodology that satisfies the
standards of Fed. R. Evid. 702 and Daubert.” Id.



                                          -5-
       The case proceeded to trial, and Iwand testified over the course of five days.
During the course of his testimony, Union Pacific elicited the following opinions
from Iwand: that there were corrosion pits on the DeWitt and Martin Bay axles when
the axles left Progress Rail’s facility; that corrosion pits cause axles to fail; that axle
failure caused the DeWitt and Martin Bay derailments; and that Progress Rail should
not have allowed the DeWitt and Martin Bay axles to be returned to service after
reconditioning because corrosion pits remained on the axles.

       Union Pacific also made an offer of proof, during which Iwand set forth the
opinion he would have offered had he not been precluded from doing so and the
methodology that he had used in reaching that opinion. Iwand explained that he “was
able to rule out that there were any other conditions present or causative to the axle
failure other than the presence of corrosion pits in the fillet area of the axle.” The
district court adhered to its order on the motion in limine, describing it as “really
pretty narrow.” The district court stated that it “was not persuaded by any particular
methodology described by Mr. Iwand that he can say to a reasonable degree of
certainty in his profession that the particular pits or cracks that were present in these
axle journals at the time Progress Rail did its refurbishing were the cause of the axles
fracturing.”

       Progress Rail’s expert, Dr. Stuart Brown, has a doctorate in mechanical
engineering and has spent more than thirty years studying and analyzing the fracture
and fatigue of metals. Dr. Brown inspected the axles and reviewed photographs of
the axles and related component parts that were taken immediately following the
derailments. Dr. Brown concluded that Progress Rail had properly reconditioned the
axles. He testified that no corrosion pitting remained on the DeWitt or Martin Bay
axle fillets after Progress Rail reconditioned the axles, that the failure of the axles
could not be attributed to the presence of corrosion pits that Progress Rail did not
remove, and that the failure of the axles was due to some fatigue-initiating process
other than corrosion pitting. Although Union Pacific did not file a motion in limine

                                           -6-
to exclude Dr. Brown’s testimony, it did object at trial to the foundation of his
opinions. The district court overruled the objections.

                                     II. Discussion

        We review the decision to exclude or admit expert evidence for abuse of
discretion. Gen. Elec. Co. v. Joiner, 522 U.S. 136, 143 (1997). The opinion of a
qualified expert witness is admissible if (1) it is based on sufficient facts or data, (2)
it is the product of reliable principles and methods, and (3) the expert has reliably
applied the principles and methods to the facts of the case. Fed. R. Evid. 702. The
expert’s scientific, technical, or other specialized knowledge must also “help the trier
of fact to understand the evidence or determine a fact in issue.” Id. The district court
is thus vested with a gatekeeping function, ensuring that “any and all scientific
testimony or evidence admitted is not only relevant, but reliable.” Daubert, 509 U.S.
at 589. The Supreme Court identified in Daubert a number of factors that might assist
the district court in determining the admissibility of expert evidence. Id. at 593-94.
The Court instructed district courts to focus on “principles and methodology, not on
the conclusions that they generate.” Id. at 595. Expert evidence may be excluded if
“there is simply too great an analytical gap between the data and the opinion
proffered.” Joiner, 522 U.S. at 146.

                     A. Exclusion of Iwand’s Ultimate Opinion

       The district court did not abuse its discretion in excluding Iwand’s opinion that
the axle failures were caused by corrosion pits that Progress Rail failed to remove
when it reconditioned the axles. Iwand could not say when the corrosion pits formed
on the DeWitt and Martin Bay axles. He also could not trace the fatigue cracks that
caused the axles to fail to specific corrosion pits. Progress Rail argued to the district
court that in the absence of such information, there existed too great an analytical gap



                                           -7-
between the data and Iwand’s ultimate opinion and that his opinion was thus
unreliable.

        Progress Rail pointed to the fact that a number of months had passed from the
time Progress Rail had reconditioned the axles to the time the axles failed: fifteen
months in the case of the DeWitt derailment; five months with respect to the Martin
Bay derailment. During discovery, Union Pacific admitted that corrosion pits can
form in a matter of weeks under certain conditions, and Iwand acknowledged in his
expert report that “corrosion rates are inherently difficult to predict.” Iwand testified
at trial that certain photographs depicted abrasive marks passing over and through
corrosion pitting on the axle journals, indicating that Progress Rail did not remove all
of the corrosion pitting when it reconditioned the axles. Iwand’s interpretation of the
photographs supports his opinion that Progress Rail failed to remove corrosion
pitting. Iwand, however, could not determine which corrosion pits caused the axles
to fail, and he did not determine which corrosion pits developed on the axles after
Progress Rail reconditioned them.3 In light of this evidence, the district court fairly
could have determined that a gap existed between the data and Iwand’s ultimate
opinion.

       Union Pacific argues that Iwand considered and ruled out other potential causes
for the axle failures and that his process-of-elimination methodology formed a
reliable basis for his opinion. Iwand, however, did not distinguish between the
corrosion pits that Progress Rail allegedly failed to remove and those that formed


      3
        Union Pacific argues that Iwand “identified the specific corrosion pitting in
the axle that caused the [Martin Bay] derailment,” citing Iwand’s trial testimony that
certain photographs showed corrosion pitting associated with fatigue cracks on the
Martin Bay axle. Iwand’s testimony supports his opinion that corrosion pitting
preexisted Progress Rail’s reconditioning of the axles, but Union Pacific has cited no
evidence to substantiate the opinion that the corrosion pitting he identified caused the
Martin Bay axle to fail.

                                          -8-
after the axles left Progress Rail’s facility. Accordingly, even assuming that Iwand’s
process-of-elimination methodology was otherwise reliable, the district court did not
abuse its discretion in excluding his ultimate opinion, given that Iwand could not rule
out the possibility that the axle failures were caused by corrosion pits or other surface
defects that formed after the axles left Progress Rail’s facility.

       The district court’s ruling was not based on the conclusion that Iwand’s
methodology generated, nor did the district court apply a more stringent standard to
Union Pacific’s expert evidence than it did to Progress Rail’s. Iwand and Dr. Brown
conducted similar inspections of the axles, and Union Pacific presented to the jury the
data Iwand gathered from his inspection and the opinions that that data supported.
We agree with the district court’s characterization of its order as narrow, in that it
addressed the gap between the data and Iwand’s proffered opinion and excluded only
his ultimate opinion that the axle failures were caused by corrosion pits that Progress
Rail failed to remove. See Joiner, 522 U.S. at 146. Thus, the district court properly
exercised its gatekeeping function in excluding Iwand’s ultimate opinion as
unreliable.

                   B. Admission of Dr. Brown’s Expert Opinion

       Union Pacific argues that the district court abused its discretion in admitting
Dr. Brown’s testimony “because his opinions are wholly unconnected to the facts of
this case.” It contends that Dr. Brown “refused to consider pertinent facts” and
instead “inspected and considered one piece of evidence—the axles themselves.” As
mentioned above, Union Pacific did not move in limine to exclude Dr. Brown’s
opinions. Accordingly, there is no district court order for us to review. Union Pacific
instead has cited the objections it made at trial to Dr. Brown’s opinions that no
corrosion pits remained on the DeWitt axle after it was reconditioned, that the




                                          -9-
derailments were not caused by corrosion pits, and that the cause of the Martin Bay
axle failure was fatigue initiation caused by fretting.4

       Having reviewed the transcript pages cited in Union Pacific’s opening brief,
we find no abuse of discretion in the district court’s rulings. Iwand and Dr. Brown
reached opposite conclusions about whether corrosion pits remained on the axles after
Progress Rail reconditioned them. In a sidebar conference, Union Pacific’s counsel
argued that Dr. Brown’s opinion was unreliable because he examined the DeWitt and
Martin Bay axles in August 2012 and did not know how the axles were stored during
the years between the derailments and his inspection. After Dr. Brown explained that
his opinion was based on his inspection of the axles, as well as the forensic evidence
that was developed by Iwand, the district court overruled Union Pacific’s objection
to the foundation of his opinion.

       Dr. Brown also explained that he found no corrosion pitting associated with the
fracture initiation sites on the axles. He opined that without corrosion pitting present
at the initiation sites, the derailments could not be attributed to the presence of
corrosion pits that purportedly were not removed during the reconditioning process.
Dr. Brown testified that he found fretting on the fracture initiation site of the Martin
Bay axle, however. He opined that “the fretting introduced a stress concentration
which allowed a fatigue crack to initiate and grow.” Union Pacific has not identified
any gap in Dr. Brown’s methodology, and his testimony is clear: He could not trace


      4
        Iwand defined the term “fretting” as “a type of damage that occurs between
two surfaces that are pressed together; in other words, they [a]re pushing together, but
there [i]s still micromotion that takes place between the two pieces. That
micromotion, at a microscopic level, allows the parts to weld together between the
two pieces. And then as that motion continues, they break.” Dr. Brown explained
that the fretting on the Martin Bay axle occurred when the “contact between the
backing ring of the bearing and the fillet . . . generated a dent, a line in the fillet in
that area; actually multiple lines.”

                                          -10-
the cause of the fatigue cracks to corrosion pitting, but he was able to trace the cause
of the fatigue crack in the Martin Bay axle to a specific defect—fretting.
Accordingly, we conclude that Progress Rail laid an adequate foundation for Dr.
Brown’s opinions and that the district court acted within its discretion when it
overruled Union Pacific’s objections.5

                                   III. Conclusion

      The judgment is affirmed. The conditional cross-appeal is dismissed as moot.
                      ______________________________




      5
         To the extent Union Pacific raised additional arguments in its reply brief, we
decline to consider them. See Navarijo-Barrios v. Ashcroft, 322 F.3d 561, 564 n.1
(8th Cir. 2003) (“It is well settled that we do not consider arguments raised for the
first time in a reply brief.”).

                                         -11-
