Barlovento, LLC v. AUI, Inc.

District Court, D. New Mexico·Decided November 13, 2020·No. 1:18-cv-01112·Unknown

Opinion

UNITED STATES DISTRICT COURT DISTRICT OF NEW MEXICO

BARLOVENTO, LLC,

Plaintiff,

v. Civ. No. 18-1112 GJF/JHR

AUI, INC., et al.,

Defendants.

ORDER ON PLAINTIFF’S MOTION IN LIMINE TO EXCLUDE THE OPINIONS, REPORTS, AND TESTIMONY OF TIMOTHY J. MARTIN AND BEN BIRCH

THIS MATTER is before the Court upon the above-captioned motion in limine [ECF 91] (“Motion”). The Motion is fully briefed.1 The Court heard argument on February 12, 2020. See ECF 140 at 291-294, 301 (transcript of argument on this motion). For the reasons that follow, the Motion is GRANTED IN PART AND DENIED IN PART. I. BACKGROUND Defendant AUI2 has identified Timothy Martin and Ben Birch as expert witnesses to testify at trial about issues relating to the concrete placement phase of the taxiway construction project at issue in this contract dispute. These witnesses jointly prepared a total of five reports in this case, including an original report and a series of four subsequent reports that purported to rebut opinions rendered by Barlovento’s own witnesses. ECF 103 at 4-5. Most relevant to the instant Motion, Martin and Birch are expected to testify about the possible reasons why the third concrete test lane failed, as well as important differences between the conditions under which Barlovento required

1 See ECFs 103, 112 (response and reply).

2 The Court recognizes that both Defendants named in this lawsuit have joined in opposition to the instant Motion. Nonetheless, for ease of reference, the Court will use the familiar names of only the parties to the Subcontract at issue in this case. AUI to perform the concrete phase compared to those under which Barlovento required its follow- on subcontractor to perform the same phase. ECFs 91 at 3-4; 91-1 (Original Report of Martin and Birch) at 12-13; 103 at 4, 8-9. After analyzing all documents and data provided to them or assembled by them, these witnesses have theorized that the third test lane likely failed because of the presence of a particular substance in the concrete mix itself. Martin and Birch are prepared to

testify that this substance, an “admixture” called Recover, was part of the composition of the concrete that AUI poured only because of the distance the concrete had to travel from the remote batch plant where it was prepared to the site of the test pour. See ECF 91-1 at 12. According to these witnesses, the presence of the admixture affected the hyrdration of the concrete and likely led to the emergence of a phenomenon known as “edge slump” several hours after what appeared to be a successful pour. Id. The witnesses are further prepared to opine that, had AUI been granted an on-site batch plant (as its successor, Southwest Concrete Paving Company (“SWCPC”) enjoyed), the resulting proximity would have alleviated the need for the admixture and (presumably) eliminated its adverse effect on the hydration of the concrete. Id.

In the instant Motion, Barlovento has requested that the Court exclude in their entirety the witnesses’ reports, opinions, and testimony. ECF 91 at 1. II. LAW Under the Federal Rules of Evidence, “[a] witness who is qualified as an expert by knowledge, skill, experience, training, or education may testify in the form of an opinion or otherwise” if four conditions are met: (a) the expert’s scientific, technical, or other specialized knowledge will help the trier of fact to understand the evidence or to determine a fact in issue; (b) the testimony is based on sufficient facts or data;

(c) the testimony is the product of reliable principles and methods; and

(d) the expert has reliably applied the principles and methods to the facts of the case.

Fed. R. Evid. 702. In applying this standard, the court must “first decide whether the proffered expert is qualified ‘by knowledge, skill, experience, training, or education’ to render an opinion.” Bill Barrett Corp. v. YMC Royalty Co., LP, 918 F.3d 760, 770 (10th Cir. 2019) (quoting Rule 702). Second, “the court must determine whether the expert’s opinion is reliable by assessing the underlying reasoning and methodology.” Id. (quoting United States v. Nacchio, 555 F.3d 1234, 1241 (10th Cir. 2009) (en banc)) (citing Daubert v. Merrell Dow Pharms., Inc., 509 U.S. 579, 597 (1993); see also Nacchio, 555 F.3d at 1241 (stating that “the district court must satisfy itself that the proposed expert testimony is both reliable and relevant, in that it will assist the trier of fact” (internal quotations marks omitted)). III. BARLOVENTO’S OBJECTIONS Barlovento makes four specific challenges to the admissibility of the reports and testimony of Martin and Birch: A. Their theoretical explanation for why the third concrete test lane failed violates Federal Rule of Evidence 702 because it is unreliable, untested, and not supported in the scientific community. ECF 91 at 1, 7-10. B. Their reports offer improper legal conclusions purporting to interpret the parties’ Subcontract as well as Barlovento’s follow-on subcontract with SWCPC. Id. at 1, 10-14. C. Their reports improperly include factual summaries that are unhelpful to the trier of fact and include acknowledged mistakes. Id. at 2, 15-18. D. Their reports are based on inadmissible hearsay and include under the guise of opinions certain statements of disputed facts relayed to them by AUI personnel. Id. at 2, 18-20. IV. ANALYSIS3 After ample consideration of the parties’ briefs, attached exhibits, relevant legal authorities, and the transcript of the motion hearing, the Court addresses each objection as follows:

A. Cause of Third Test Strip Failure The Court will deny Barlovento’s objection to the witnesses’ theorizing about the actual cause of the failure of the third test strip. As the Court commented at the February motion hearing, the jury could benefit from an education about how concrete mixtures affect the way that concrete performs. ECF 140 at 301. The Court further suggested that the witnesses could testify about the factual differences between the concrete mix that AUI used with the third test lane and that used by its successor. Id. at 302. With the benefit of additional study and a deeper understanding of the issues in this case, the Court is confident that Martin and Birch are qualified to educate the jury about significant aspects of concrete and the various physical, mechanical, and environmental

factors that affect its performance. All in this case appear to agree that AUI’s third test lane failed because of edge slump. All apparently further agree that SWCPC’s test lane(s) passed. There also does not appear to be any dispute that AUI’s concrete had Recover in it, whereas SWCPC’s concrete did not. And all agree that AUI used a remote batch plant while SWCPC availed itself of one that was on-site. A question the jury will be asked to consider is: why did AUI’s test lane fail, whereas SWCPC’s passed? A related question is why AUI’s third test lane – which Barlovento’s own Project Manager, Dave

3 As an initial matter, to the extent that Barlovento objects to the admission into evidence of the reports themselves, the Court sustains the objection, just as it did with the reports prepared by Robert Prindle and Robert Freas.

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