LaShip, L.L.C. v. Hayward Baker, Incorporat

680 F. App'x 317
CourtCourt of Appeals for the Fifth Circuit
DecidedMarch 1, 2017
Docket15-30816
StatusUnpublished
Cited by14 cases

This text of 680 F. App'x 317 (LaShip, L.L.C. v. Hayward Baker, Incorporat) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
LaShip, L.L.C. v. Hayward Baker, Incorporat, 680 F. App'x 317 (5th Cir. 2017).

Opinion

PER CURIAM: *

LaShip, LLC (“LaShip”) and Terre-bonne Port Commission (“TPC”) brought this suit against Hayward Baker, Inc. (“HBI”), which performed soil stabilization work for a large shipbuilding facility in Houma, Louisiana. Trouble arose when the soil stabilization work began to fail. Disputes and finger-pointing ultimately gave rise to this litigation against HBI for, inter alia, breach of contract and negligent failure to warn under Louisiana law. The district court, after a ten-day bench trial, entered judgment for HBI, dismissing La-Ship and TPC’s claims. We AFFIRM.

I.

LaShip is the owner and operator of a shipbuilding operation in Houma, Louisiana. TPC is a political subdivision of the State of Louisiana, From 2007 to 2011, LaShip undertook the construction of a large shipbuilding facility in Houma (the “Project”) on land that it owned and on land belonging to TPC but under lease to LaShip. Phases I and III of the Project were completed on LaShip’s land; Phase II involved the bulkhead for the facility’s waterfront access and was located on TPC’s land.

*319 LaShip retained Lyle Stover Engineering, Inc., now known as Holon Engineering and Construction LLC (“LSE/Holon”), to craft a design for the foundation system in Phases I and III. Based on the results of soil borings conducted by Burns, Cooley, Dennis, Inc. (“BCD”), David Lyle of LSE/Holon concluded that soil-mixed columns were an appropriate option to support the foundation system.

Drawing from the LSE/Holon design specifications and the soil boring tests performed by BCD, HBI submitted a bid to complete the soil mixing and drilled shaft work on the Project. In July 2008, LaShip accepted HBI’s proposal. The contractual agreement between LaShip and HBI involved several documents: HBI’s original proposal, the Revised Schedule of Price, the Performance Specifications, the Field Execution Plan, and a mobilization credit agreement.

The contractual agreement between La-Ship and HBI called for HBI to install subterranean soil-mix columns to form the foundation of the shipbuilding facility and prevent it from falling victim structurally to the soft and compressible Louisiana soil. As part of its Project obligations, HBI was to obtain “wet grab” samples from two of the columns made each day to ascertain the columns’ strength. The sampling process required the lowering of a tool into the column at varying depths to recover a sample of the mixed material. The samples were then submerged in cylinders and tested for “unconfined compressive strength” intermittently over the course of twenty-eight days. Of the samples tested in Phase I, at least 90% possessed an unconfined compressive strength of at least 100 psi. All of the Phase II and III samples demonstrated a strength of at least 125 psi and 100 psi, respectively.

Some of the six-foot diameter columns that were installed met the strength requirements, but nonetheless exhibited unwelcome spiraling, indicative of the presence of -both mixed and unmixed soil. In addition, HBI experienced several cave-ins during its installation of the drill shafts on some of the columns. In November 2008, against HBI’s wishes, LaShip decided to abandon the 156 six-foot columns, move the footprint, and switch to eight-foot columns. HBI recommenced the installation in the new location but nonetheless continued to encounter difficulties.

No written contract linked HBI to TPC for HBI’s work on Phase II of the Project, because TPC awarded the Phase II contract to F. Miller Construction, which then subcontracted with HBI to complete the soil-mixing job. The work for Phase II was completed in 2010.

Unwanted settlement of the foundation columns occurred during Phase III much like it did during Phase I. After all of the foundation columns had been installed, La-Ship commissioned additional strength testing of the columns—the results of which exhibited a range of column strengths—and hired A.H. Beck Foundation Co. (“Beck”) to perform what LaShip alleged to be remedial work on Phase I.

On January 21, 2011, LaShip filed suit in state court in the 32nd Judicial District Court for the Parish of Terrebonne, Louisiana, asserting numerous claims against HBI. In March 2011, HBI filed a notice of removal to federal court on the basis of diversity. LaShip, LLC v. Hayward Baker, Inc., No. 11-0546, 2013 WL 5781688, at *2 (E.D. La. Oct. 25, 2013). The federal district court dismissed LaShip’s unjust enrichment claim, and its claims for breach of contract, negligence, and breach of the implied duty of workmanlike -performance proceeded to trial. HBI, in turn, brought a counterclaim against LaShip for breach of contract when LaShip failed to compensate HBI for the additional soil mixing that it *320 completed during Phase I. TPC joined the lawsuit on March 6, 2013, when it filed a negligence claim against HBI, contending that HBI’s column installation was insufficient and that HBI acted negligently in failing to warn of a dangerous condition.

At the conclusion of a ten-day bench trial, the district court’s 66-page ruling and judgment concluded with a holding in favor of LaShip with respect to a $376,000 mobilization refund that HBI owed to La-Ship pursuant to their agreement. In addition, the court held that LaShip failed to prove by a preponderance of the evidence its remaining claims against HBI. The court issued judgment in favor of HBI on its breach of contract counterclaim against LaShip. It also found that TPC’s claims against HBI were delictual in nature and were therefore prescribed because they were filed after the one-year cutoff date under Louisiana law. LaShip and TPC timely appealed.

II.

When a judgment from a bench trial is appealed, we review the district court’s conclusions of law de novo and findings of fact for clear error. Steele v. Leasing Enterprises, Ltd., 826 F.3d 237, 242 (6th Cir. 2016). Factual findings are clearly erroneous if they lack “substantial evidence to support [them], the court misinterpreted the effect of the evidence, or this court is convinced that the findings are against the preponderance of credible testimony.” Id. (quoting Bd. of Trs. New Orleans Emp’rs Intern. Longshoremen’s Ass’n v. Gabriel, Roeder, Smith & Co., 529 F.3d 606, 509 (5th Cir. 2008)).

III.

A.

LaShip contends that the district court erred in finding that HBI satisfied its contractual obligations to LaShip and that HBI owed no duty to warn LaShip about alleged defects in the design of the columns. Moreover, LaShip argues that the district court erred in instructing La-Ship to compensate HBI for its installation of 156 columns that were later abandoned when the footprint of the facility was moved.

1.

Because jurisdiction in federal court was based on diversity of citizenship between the parties, the district court properly applied Louisiana law in analyzing LaShip’s breach of contract claim. See Mozeke v, Int’l Paper Co., 856 F.2d 722, 724 (5th Cir. 1988).

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Cite This Page — Counsel Stack

Bluebook (online)
680 F. App'x 317, Counsel Stack Legal Research, https://law.counselstack.com/opinion/laship-llc-v-hayward-baker-incorporat-ca5-2017.