# World War II Theatre, Inc v. Desimone Consulting Engineering Group, LLC

> District Court, E.D. Louisiana · April 8, 2021

URL: https://www.frixlaw.com/law-library/cases/10186525

## Case

- **Court:** District Court, E.D. Louisiana
- **Decided:** April 8, 2021
- **Opinion:** 100trialcourt
- **Cited by:** 0 later opinions in the Frix Law Library

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## Opinion text

UNITED STATES DISTRICT COURT
EASTERN DISTRICT OF LOUISIANA

WORLD WAR II THEATRE, CIVIL ACTION
INC.

VERSUS 19-11187

DESIMONE CONSULTING SECTION: “J” (5)
ENGINEERING GROUP, LLC,
ET AL.

ORDER & REASONS
Before the Court are two Motions to Exclude Expert Testimony filed by Plaintiff
World War II Theatre, Inc. (Rec. Doc. 74) and by Defendants DeSimone Consulting
Engineering Group, LLC and William R. O’Donnell (Rec. Doc. 75). The motions are
opposed (Rec. Docs. 76, 77). Having considered the motions and memoranda, the
record, and the applicable law, the Court finds that Plaintiff’s motion should be
GRANTED in part and Defendants’ motion should be DENIED.
FACTS AND PROCEDURAL BACKGROUND
This is a construction dispute between Plaintiff, the owner of the project, a
hotel adjacent to the National World War II Museum in New Orleans, Louisiana, and
Defendants DeSimone Consulting Engineer Group, LLC (“DeSimone”) and William
R. O’Donnell, DeSimone’s designated representative for the project. Plaintiff hired
Nichols Brosch Wurst Wolfe & Associates (the “Architect”) as the architect of the
project, who in turn hired DeSimone as a consultant. Plaintiff contends that
DeSimone and O’Donnell were grossly negligent in designing and supervising
construction of the project, resulting in extensive delay and expenses as well as lost
revenue.
After construction began in December 2017, Plaintiff’s general contractor,

Palmisano Contractors (“Palmisano”) noticed that steel beams on the second floor
appeared to be sagging during a site visit on April 25, 2018, and notified Defendants,
who confirmed that the beams were undersized and also discovered that the third
floor wall system lacked adequate beam support. Defendants acknowledged that
these issues were due to structural design errors and issued drawings to remedy the
deficiencies, which were released to Palmisano as Construction Change Directive No.
3 (hereinafter “CCD-3”).

On August 8, 2018, Palmisano advised Defendants that another beam was
visibly deflecting. Six days later, Defendants directed Palmisano to stop loading the
wall at issue. On August 30, 2018, Defendants advised Plaintiff that they had
confirmed more than 25 additional locations with undersized support beams, and
between September 8 and October 29, 2018, Defendants issued a series of repair
designs for 29 separate locations (collectively, “CCD-6”). The project achieved

substantial completion 117 days later than originally planned, on October 11, 2019.
In this litigation, Plaintiff brings a claim of gross negligence against
Defendants and their insurers. The Court previously denied Defendants’ motion for
summary judgment that sought to dismiss Mr. O’Donnell from the case, finding that
Plaintiff could not prospectively waive liability for gross negligence.1

1 (Rec. Doc. 50).
With the instant motions, Defendants seek to exclude Plaintiff’s delay expert
and Plaintiff seeks to exclude certain opinions of Defendants’ expert on the standard
of care. The Court held oral argument on Defendants’ motion on March 10, 2021.

LEGAL STANDARD
Federal Rule of Evidence 702 provides that a witness who is qualified as an
expert may testify if: (1) the expert’s “specialized knowledge will help the trier of fact
to understand the evidence or to determine a fact in issue”; (2) the expert’s testimony
“is based on sufficient facts or data”; (3) the expert’s testimony “is the product of
reliable principles and methods”; and (4) the principles and methods employed by the
expert have been reliably applied to the facts of the case. FED. R. EVID. 702. The

United States Supreme Court’s decision in Daubert v. Merrell Dow Pharmaceuticals,
Inc., 509 U.S. 579 (1993), provides the analytical framework for determining whether
expert testimony is admissible under Rule 702. Both scientific and nonscientific
expert testimony are subject to the Daubert framework, which requires trial courts
to make a preliminary assessment of “whether the expert testimony is both reliable
and relevant.” Burleson v. Tex. Dep't of Criminal Justice, 393 F.3d 577, 584 (5th Cir.

2004); see also Kumho Tire Co. v. Carmichael, 526 U.S. 137, 147 (1999). When expert
testimony is challenged under Daubert, the party offering the expert’s testimony
bears the burden of proving its reliability and relevance by a preponderance of the
evidence. Moore v. Ashland Chem. Co., 151 F.3d 269, 276 (5th Cir. 1998).
The reliability of expert testimony “is determined by assessing whether the
reasoning or methodology underlying the testimony is scientifically valid.” Knight v.
Kirby Inland Marine Inc., 482 F.3d 347, 352 (5th Cir. 2007). A number of nonexclusive
factors may be relevant to the reliability analysis, including: (1) whether the
technique at issue has been tested; (2) whether the technique has been subjected to

peer review and publication; (3) the potential error rate; (4) the existence and
maintenance of standards controlling the technique’s operation; and (5) whether the
technique is generally accepted in the relevant scientific community. Burleson, 393
F.3d at 584. The reliability inquiry must remain flexible, however, as “not every
Daubert factor will be applicable in every situation; and a court has discretion to
consider other factors it deems relevant.” Guy v. Crown Equip. Corp., 394 F.3d 320,
325 (5th Cir. 2004); see also Runnels v. Tex. Children's Hosp. Select Plan, 167 F. App'x

377, 381 (5th Cir. 2006) (“[A] trial judge has considerable leeway in determining how
to test an expert’s reliability.”).
With respect to the relevancy prong, the proposed expert testimony must be
relevant “not simply in the way all testimony must be relevant [pursuant to Rule
402], but also in the sense that the expert’s proposed opinion would assist the trier of
fact to understand or determine a fact in issue.” Bocanegra v. Vicmar Servs., Inc., 320

F.3d 581, 584 (5th Cir. 2003). Ultimately, a court should not allow its “gatekeeper”
role to supersede the traditional adversary system, or the jury’s place within that
system. Scordill v. Louisville Ladder Grp., LLC, No. 02-2565, 2003 WL 22427981 at
*3 (E.D. La. Oct. 24, 2003). As the Supreme Court noted, “vigorous cross-examination,
presentation of contrary evidence, and careful instruction on the burden of proof are
the traditional and appropriate means of attacking shaky but admissible evidence.”
Daubert, 509 U.S. at 596. Generally, questions relating to the basis and sources of an
expert’s opinion rather than its admissibility should be left for the jury’s
consideration. United States v. 14.38 Acres of Land, 80 F.3d 1074, 1077 (5th Cir. 1996)

(citing Viterbo v. Dow Chemical Co., 826 F.2d 420, 422 (5th Cir. 1987)).
DISCUSSION
I. DEFENDANTS’ MOTION TO EXCLUDE PLAINTIFF’S DELAY EXPERT
Defendants contend that the opinions of Plaintiff’s expert, David E. Pearson,
are unreliable because they are contrary to industry standard. Specifically,
Defendants contend that Pearson (1) failed to use a critical path method of analysis
(“CPM”), (2) ignored the projected completion dates of Palmisano’s schedule, and (3)

failed to assess delays separately and in chronological order. Defendants contend that
Pearson used a method known as “as-built critical path” analysis, which is distinct
from CPM and, Defendants argue, less reliable.
To the extent Pearson used this as-built critical path analysis, which Plaintiff
disputes, Defendants have not shown that the method is so unreliable as to make
Pearson’s testimony inadmissible. Defendants’ own expert has stated that the as-

built critical path analysis “intuitively makes sense as a way to comply with the
dictate that extension of overall project completion provides the touchstone for any
compensable delay analysis.” W. Stephen Dale & Robert M. D’Onofrio, Construction
Schedule Delays § 9:1 (2020). He continued:
[F]or litigants debating compensability after project completion, the
method has some attraction. In that context, the as-built critical path
method does not suffer from the same critical infirmities of methods like
the impacted as-planned or the total time approach. Indeed, where the
project schedule was abandoned or is demonstrably and fundamentally
inaccurate, the as-built critical path may offer a viable approach.

Id. Further, Defendants’ assertion that as-built critical path analysis has “the lowest
acceptance rate of any methods”2 is misleading and not an accurate representation of
the source (which is the same Dale & D’Onofrio treatise cited above). Dale and
D’Onofrio did not find that as-built critical path had the lowest acceptance rate; a
different method, known as “windows wide periods,” had an acceptance rate of 0%
(versus 15% for as-built critical path). Id. § 12:3. They ranked the as-built critical
path method fifth out of seven different methods in terms of general preference by
engineers. Id. §12:2. They also referenced another study that found the as-built
method to be more credible than Defendants suggest:
The study generally identified five major schedule delay methods then
attached a number from 1 to 5 to each method reflecting that method's
acceptability by courts and boards where a 5 denoted acceptance with
credible data, a 3 represented some method acceptance but bad data,
and a 1 represented a finding of a flawed method. The study conclusion
in order of average legal acceptability by method (on a scale from 1 to 5)
was:

(1) Time impact analysis—3.83
(2) Collapsed as-built—2.60
(3) As-built critical path—2.57
(4) Impacted as-planned—1.50
(5) As-planned versus as-built/total time—1.44.

Id. § 12:3 (citing David Arditi & Thanat Pattanakitchamroon, Analysis Methods in
Time-Based Claims, 134 No. 4 ASCE J. Constr. Eng'g & Mgmt. 242 (Apr. 2008)).
Additionally, “legal acceptance” here means given greater weight by the
factfinder, as most of these cases appear to be either bench trials or administrative

2 (Rec. Doc. 75-1, at 6).
decisions, and often turned on the method to which it is compared.3 For instance, in
K-Con Building Systems, Inc. v. United States, 131 Fed. Cl. 275, 329-30 (2017), the
court credited the as-built critical path method over the “as-planned vs. as-built”

method because that method did “not fully reflect the reality of what occurred on the
project.” Despite their assertion at oral argument, Defendants have not identified any
instances where a court held that testimony based on as-built critical path analysis
was inadmissible. Courts routinely consider testimony based on this methodology and
determine what weight to give it based on the other evidence presented. See, e.g., K-
Con, 131 Fed. Cl. at 329-30.
In sum, Defendants have shown only that the parties’ experts disagree on the

proper calculation of delay in this matter. This does not establish that Pearson’s
testimony is inadmissible but only that there is a credibility question, which is the
province of the jury. Accordingly, Defendants’ motion will be denied.
II. PLAINTIFF’S MOTION TO EXCLUDE OPINIONS OF DEFENDANT’S
EXPERT ON STANDARD OF CARE

Plaintiff seeks to prevent Defendant’s expert, James Crawford, from testifying
to the following: (1) the structural design errors by O’Donnell and DeSimone were not
a gross deviation from the standard of care; (2) the standard of care did not require a
review of the entire design after the first set of errors were discovered in April 2018;
and (3) the beam stress calculations prepared by DeSimone in 2021 support his

3 Dale & D’Onofrio acknowledge as much: “[N]early every method has been both accepted and not
accepted based on the specifics of an individual case.” Dale & D’Onofrio, supra, § 12:3.
opinion that O’Donnell and DeSimone took appropriate steps to assess beam stress
in August 2018. The Court considers each in turn.
A. Crawford’s Opinion that There Was No Gross Deviation
from the Standard of Care
Crawford reasoned that Defendants’ errors were not a gross deviation from the
standard of care because they were unintentional, identified by the general contractor
and acknowledged by DeSimone, and remediated without death or physical injury.
Plaintiff contends that a gross deviation need not be intentional, and that this opinion

is not supported by any engineering principle or authority.
Defendants assert that the appropriate standard of care for engineers is to
acknowledge and correct errors, citing the National Society of Professional Engineers
Code of Ethics § III.1.a (“Engineers shall acknowledge their errors and shall not
distort or alter the facts.”).4 However, this only speaks to whether Defendants’
response to their errors constituted a gross deviation; Plaintiffs contend that the

design errors themselves constitute a gross deviation and that Crawford provides no
analysis on this point.
In his report, Crawford identifies the following causes of the design errors: a
“computer design input mistake . . . that could be easily made and overlooked,” a
“communication error . . . apparently occurring at the shop drawing phase,” and a
second “communication error” that “was caused by a lack of follow through by
[DeSimone] to a change in the original design concept.”5 However, Crawford provides

4 Available at https://www.nspe.org/resources/ethics/code-ethics (last visited March 9, 2021).
5 (Crawford Report, Rec. Doc. 74-12, at 9).
almost no analysis on how these design errors happened; his only comment on this
point is that the errors were “unintentional.”6 He instead spends the bulk of his report
addressing whether the error underlying CCD-6 posed a life safety issue and,

accordingly, whether Defendants appropriately responded once they were informed
of the error. The Court finds that Crawford’s opinion that the design errors were not
a gross deviation from the standard of care is not supported by reliable principles or
sufficient facts and therefore should be excluded.
B. Crawford’s Opinion that a Full Review Was Not Necessary
Crawford opined that a full review was not warranted after the first errors
(CCD-3) were discovered because (1) “[o]n the design drawings, beam sizes are shown

in relatively small print making a pattern identification at least somewhat more
difficult,” (2) the errors were “caused by a computer design input mistake . . . that
could be easily made and overlooked” and by “a communication error,” (3) the work
to fix the errors “was minimally disruptive to ongoing construction,” and (4)
DeSimone “had no reason to believe that CCD-3 constituted anything more than
minor and isolated errors that did not require a full review of their analysis models

and drawings.”7 Plaintiff contends that this opinion should be excluded because it is
not based on sufficient facts and conflicts with O’Donnell’s sworn testimony.
In his report, Crawford stated: “It is our conclusion, and we confirmed the same
with [DeSimone], that [DeSimone] had no reason to believe that CCD-3 constituted

6 Id. at 14.
7 Id. at 9.
anything more than minor and isolated errors that did not warrant a full review of
their analysis models and drawings.”8 However, O’Donnell testified:
Q. In the spring of 2018 did you take any steps to determine whether
there were any other errors or issues with the structural design of the
Higgins Hotel?

A. I asked the team to. I’m sure I have, I don’t have a specific
recollection, but typically when you have a problem you check your
design.9

Additionally, Plaintiff has submitted an email from the Architect to O’Donnell asking
him to “please review with your team to identify if there are any other issues that we
can address before any further complications.”10 Further, as Plaintiff points out,
Crawford fails to explain his conclusions that the errors underlying CCD-3 were
“minor” or that the work to repair them was “minimally disruptive.”11 Contrary to
Crawford’s opinion, O’Donnell testified:
Q. Would the hotel have been structurally sound if the construction
had continued to completion without the repair work performed
pursuant to CCD-3?

A. No.

. . . .

Q. Okay. Could the hotel or could parts of the hotel have experienced
a catastrophic super-structure failure if the errors at issue in CCD-3 and
-6 had not been caught and rectified?

A. Well, you know, that’s a good question. Clearly in the CCD-3
work, that girder had to be there to support the loads from the Infinity
structure, so I mean that was, that absolutely had to be in place, right,

8 Id. at 7 (emphasis added).
9 (O’Donnell Deposition, Rec. Doc. 74-3, at 12).
10 (Rec. Doc. 74-4, at 1).
11 (See Crawford Report, Rec. Doc. 74-12, at 3, 7, 9).
because you can’t bear a bearing wall when there is no direct support
below it.

. . . .

So is it possible? Maybe. But you know, the fact of the matter is you don’t
want to count on those kinds of things to have a safe building. You want,
you need to have it code compliant and stout and strong.12

Moreover, common sense dictates that discovery of an error “that could be easily made
and overlooked” because it was “in relatively small print” warrants increased
scrutiny. Accordingly, the Court holds that this opinion should be excluded because
it lacks a sufficient factual basis.
C. Crawford’s Opinion that DeSimone’s Back Calculations
Support His Conclusions
Crawford concluded that the beam deflection underlying CCD-6 did not
present a life safety issue based on the actual (measured) deflection of one inch, which
was within the normal range of deflection, and found that this was verified by beam
stress calculations performed by DeSimone in January 2021. Plaintiff contends that
Crawford should not be allowed to rely on these calculations because they are not
relevant and Crawford did not independently confirm them.
The Court finds this argument unavailing. As Plaintiff puts it, “[t]he relevant
inquiry is whether DeSimone acted appropriately at the time the deflecting beam was
identified on August 8, 2018.”13 When the deflecting beam was identified, Defendants
used the measured amount of deflection to determine whether it posed a life safety
issue and concluded it did not. The beam stress calculations, according to Crawford,

12 (O’Donnell Deposition, Rec. Doc. 74-3, at 23-24).
13 (Rec. Doc. 74-1, at 15).
confirm that this conclusion was correct. Thus, the calculations are relevant because
they tend to suggest that DeSimone acted appropriately after being notified of the
deflecting beam. Additionally, Plaintiff has not shown that the calculations
themselves are unreliable or that Crawford otherwise erred in using them. Plaintiffs
motion will be denied as to this opinion.
CONCLUSION
Accordingly,
IT IS HEREBY ORDERED that Plaintiff's Motion to Exclude Certain
Testimony of James W. Crawford, Jr. (Ree. Doc. 74) is GRANTED in part and
DENIED in part. The motion is GRANTED as to Crawford’s opinions that the
design errors were not a gross deviation from the standard of care and that the
standard of care did not require a full review after the first set of errors were
discovered. The motion is DENIED as to Crawford’s opinion regarding DeSimone’s
beam stress calculations.
IT IS FURTHER ORDERED that Defendants’ Motion to Exclude Testimony
of David E. Pearson (Rec. Doc. 75) is DENIED.
New Orleans, Louisiana, this 8th day of April, 2021.

CARL J. BAR
UNITED ST DISTRICT JUDGE

12

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Source: Frix Law Library, https://www.frixlaw.com/law-library/cases/10186525. Public record. Not legal advice.