Palmer et al v. Sun Coast Contracting Services, LLC et al
Filing
368
Order Denying Motion 366 for Reconsideration. Signed by District Judge Halil S. Ozerden on July 27, 2017. (BGL)
IN THE UNITED STATES DISTRICT COURT
FOR THE SOUTHERN DISTRICT OF MISSISSIPPI
SOUTHERN DIVISION
JEFFERY CHAD PALMER, et al.
PLAINTIFFS
v.
CIVIL NO. 1:15cv34-HSO-JCG
SUN COAST CONTRACTING SERVICES, INC., et al.
DEFENDANTS
ORDER DENYING PLAINTIFFS’
MOTION [366] FOR RECONSIDERATION
BEFORE THE COURT is Plaintiffs’ Motion [366] for Reconsideration filed on
July 26, 2017. Plaintiffs ask the Court to reconsider its July 7, 2017, Order [333]
Granting the Joint Motion [230] of Defendants Drying Facility Asset Holdings,
LLC, Shale Support Services, LLC, and Linfield, Hunter & Junis, Inc., to Exclude
or Limit the Testimony of Plaintiffs’ Proffered Expert, Jamie Saxon, under Federal
Rule of Evidence 702 and Daubert. Having considered the Motion, the record, and
relevant legal authority, the Court is of the opinion that Plaintiffs’ Motion for
Reconsideration should be denied.
I. BACKGROUND
Of relevance here, Plaintiffs have asserted that the construction and
operation of a “frac sand plant” (“the Plant”) and a multi-track railroad spur on
property near houses owned by them has damaged their structures due to
vibrations and increased flooding in their subdivision. Plaintiffs designated Jamie
Saxon, P.E., as a structural engineer to opine on the causal relationship between
the construction/operation of the Plant and the damages to Plaintiffs’ houses.
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On March 20, 2017, Defendants filed a Joint Motion [230] to Exclude or Limit
Saxon’s testimony under Federal Rule of Evidence 702 and Daubert. See Daubert v.
Merrell Dow Pharmaceuticals, Inc., 509 U.S. 579 (1993). On July 7, 2017, the Court
granted the parties’ Joint Motion [230] and held that Saxon would not be permitted
to testify at trial. See Order [333] at 13-14.
On July 20, 2017, the Court conducted a Pretrial Conference. This matter is
set for a two-week jury trial commencing on August 14, 2017. On July 26, 2017,
less than three weeks before trial is scheduled to commence, Plaintiffs filed a
Motion for Reconsideration [366], asking the Court to reconsider its Order [333]
excluding Saxon’s testimony. Mot. [366] at 1-2. Plaintiffs rely upon Federal Rule of
Civil Procedure 59(e). Id.
II. DISCUSSION
A.
The Court will consider Plaintiffs’ Motion pursuant to Rule 54(b).
“Rule 59(e) governs motions to alter or amend a final judgment; Rule 54(b)
allows parties to seek reconsideration of interlocutory orders and authorizes the
district court to ‘revise[ ] at any time’ ‘any order or other decision ... [that] does not
end the action . . . .’” Austin v. Kroger Texas, L.P., No. 16-10502, 2017 WL 1379453,
at *8 (5th Cir. Apr. 14, 2017) (quoting Fed. R. Civ. P. 54(b)). “Under Rule 54(b), the
trial court is free to reconsider and reverse its decision for any reason it deems
sufficient, even in the absence of new evidence or an intervening change in or
clarification of the substantive law.” Id. at *9 (quotation omitted); see also Stoffels ex
rel. SBC Telephone Concession Plan v. SBC Communications, Inc., 677 F.3d 720,
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727-28 (5th Cir. 2012).
B.
Plaintiffs’ Motion is not well taken and will be denied.
The Court excluded Saxon because Plaintiffs had not demonstrated: (1) that
Saxon was qualified to offer the opinions for which he was designated; (2) that
Saxon employed an accepted or reliable methodology; or (3) that Saxon based his
opinions on sufficient facts or data. Order [333] at 10-13. Plaintiffs have now
submitted a two-and-a-half page Affidavit [366-1] recently executed by Saxon “to
address issues that are contained in [his] report of April 29, 2016, that may have
been misunderstood or misinterpreted.” Saxon’s Aff. [366-1] at 1. Plaintiffs
therefore ask the Court to reconsider its Order [333] excluding Saxon’s testimony at
trial.
1.
Saxon’s Affidavit [366-1] is untimely.
To the extent that Saxon’s Affidavit [366-1] discloses additional information
or could be construed as containing a new or even supplemental opinion, it is
untimely. See Fed. R. Civ. P. 26; L.U. Civ. R. 26. Plaintiffs’ expert designation
deadline was April 29, 2016, see Apr. 12, 2016, Text Only Am. Case Mgmt. Order,
and discovery was due by January 30, 2017, see Oct. 24, 2016, Text Only Am. Case
Mgmt. Order. The trial in this matter is scheduled to commence in about two-anda-half weeks.
The United States Courts of Appeals for the Fifth Circuit reviews a court’s
exercise of discretion to exclude evidence that was not properly disclosed by
considering the following four factors: “(1) the explanation for the failure to identify
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the witness; (2) the importance of the testimony; (3) potential prejudice in allowing
the testimony; and (4) the availability of a continuance to cure such prejudice.”
Geiserman v. MacDonald, 893 F.2d 787, 791 (5th Cir. 1990). To the extent Saxon’s
Affidavit is deemed to contain a new or supplemental opinion, the Court finds that
these factors weigh in favor of exclusion.
However, even if the Court accepts Saxon’s Affidavit as a supplemental
opinion, the result here does not change. Plaintiffs have not met their burden
under Daubert.
2.
Plaintiffs have not demonstrated that Saxon is qualified to render the
opinions contained in his April 29, 2016, Report.
“An expert witness’s testimony should be excluded if the district court finds
that the witness is not qualified to testify in a particular field or on a given subject.”
Carlson v. Bioremedi Therapeutic Sys., Inc., 822 F.3d 194, 199 (5th Cir. 2016). An
expert must possess at least one of the requirements of “knowledge, skill,
experience, training, or education” on the relevant subject in order to qualify as an
expert. United States v. Liu, 716 F.3d 159, 168 (5th Cir. 2013) (emphasis in
original) (quoting Fed. R. Evid. 702).
Plaintiffs again solely rely upon Saxon’s résumé [283-1] to argue that he is
qualified to render the opinions in his Report. Plaintiffs argue that Saxon’s résumé
“shows he is a highly qualified structural engineer with a great deal of expertise in
foundations, especially in areas where soil is an issue like found in and around the
New Orleans area.” Pls.’ Mem. [367] at 3. Leaving aside the fact that the property
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at issue in this case is not located in New Orleans, Saxon adds no supplemental
information as to his qualifications in his Affidavit [366-1].
Saxon’s résumé [283-1] states that he received a bachelor of science degree in
civil engineering, and that Saxon
has worked with Morphy, Makofsky, Inc. as an engineer since 1993. He
has been responsible for foundation and structural design as well as
analysis on residential, commercial, military, industrial, levee structures,
and drainage pump stations.
His duties have included field
investigations to assess damages, formulation and detailing of necessary
repairs, cost estimation, and supervision of the repairs. Many of these
projects have included dock and wharf structures.
Mr. Saxon’s past structural and civil engineering design has included
many complex and unique foundation systems including pile mat footings
and mono-pile foundations.
Résumé [283-1] at 1.
There is no indication that Saxon professes to be an expert in ascertaining
the cause of structural damages where the issue is indirect damage to a structure
from vibrations traveling through the ground, particularly where soil composition is
a factor in the analysis. As the Court noted in its Order [333], Saxon admitted in
his deposition that he had no such experience. Saxon’s Dep. [230-2] at 8 (page 28 as
paginated by the court reporter); see also Order [333] at 10. Nor is there any
indication that Saxon otherwise possesses any knowledge, skill, experience,
training, or education on this specific relevant subject. See Fed. R. Evid. 702; Liu,
716 F.3d at 168.
Saxon nevertheless opined in his Report on the cause of alleged indirect
structural damage resulting from differential movements caused by soil settlement
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due to densification. Report [230-1] at 3-4. According to Saxon, intermittent
pounding vibrations from driving pipe and sheet piles and continuous low
vibrations from other construction activity and daily operations of the Plant and
rail spur, augmented by more frequent and longer-lasting flooding, has caused
densification of the fill material placed below each of the houses. Id. at 4.
Plaintiffs have still not shown that Saxon is qualified to proffer the opinions
on the subject contained in his Report. Nor have Plaintiffs shown any reason
sufficient for the Court to reconsider its prior Order [333]. Plaintiffs’ Motion [366]
for Reconsideration will be denied.
3.
Plaintiffs have not shown that Saxon employed an accepted or reliable
methodology or that he based his opinions on sufficient facts or data.
Assuming Saxon were minimally qualified to opine on the cause of Plaintiffs’
structural damage, Plaintiffs have not carried their burden of demonstrating that
Saxon employed an accepted or reliable methodology. Even if the Court were to
consider the additional explanation contained in Saxon’s Affidavit, which is grossly
untimely and disclosed beyond the discovery deadline and on the eve of trial, it is
apparent that Saxon conducted no independent engineering analysis of his own and
performed no calculations. Saxon’s Affidavit [366-1] does not cure these defects in
his Report.
Nor have Plaintiffs shown that Saxon based his opinions on sufficient facts or
data. “[W]ithout more than credentials and a subjective opinion, an expert’s
testimony that ‘it is so’ is not admissible.” Hathaway v. Bazany, 507 F.3d 312, 318
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(5th Cir. 2007) (quotation omitted). Saxon’s opinions constitute impermissible ipse
dixit. Plaintiffs have not met their burden under Daubert.
III. CONCLUSION
Plaintiffs have not demonstrated any sufficient basis for the Court to
reconsider its prior Order [333]. Plaintiffs’ Motion for Reconsideration is not well
taken and will be denied.
IT IS, THEREFORE, ORDERED AND ADJUDGED that, Plaintiffs’
Motion [366] for Reconsideration is DENIED.
SO ORDERED AND ADJUDGED, this the 27th day of July, 2017.
s/ Halil Suleyman Ozerden
HALIL SULEYMAN OZERDEN
UNITED STATES DISTRICT JUDGE
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