Iron Horse Energy Services, Inc. v. Southern Concrete Products, Inc.

CourtDistrict Court, W.D. Tennessee
DecidedMarch 9, 2020
Docket1:18-cv-02554
StatusUnknown

This text of Iron Horse Energy Services, Inc. v. Southern Concrete Products, Inc. (Iron Horse Energy Services, Inc. v. Southern Concrete Products, Inc.) is published on Counsel Stack Legal Research, covering District Court, W.D. Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Iron Horse Energy Services, Inc. v. Southern Concrete Products, Inc., (W.D. Tenn. 2020).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE WESTERN DISTRICT OF TENNESSEE EASTERN DIVISION

IRON HORSE ENERGY SERVICES, INC.,

Plaintiff/Counter-Defendant, Case No. 1:18-cv-02554-JDB-jay v.

SOUTHERN CONCRETE PRODUCTS, INC.,

Defendant/Counter-Plaintiff.

Third-Party Plaintiff,

v.

TC ENERGY CORPORATION and TRANSCANADA PIPELINES LIMITED,

Third-Party Defendants.

ORDER DENYING DEFENDANT’S MOTION FOR JUDGMENT ON THE PLEADINGS

INTRODUCTION AND BACKGROUND On September 20, 2019, the Plaintiff, Iron Horse Energy Services, Inc. (“Iron Horse”), filed its amended complaint against the Defendant, Southern Concrete Products, Inc. (“SCP”). (Docket Entry (“D.E.”) 63.) Before the Court is Defendant’s motion for judgment on the pleadings pursuant to Rule 12(c) of the Federal Rules of Civil Procedure (D.E. 70), to which Plaintiff has responded (D.E. 76), and SCP has replied (D.E. 78). The motion is now ripe for disposition. STANDARD OF REVIEW Rule 12(c) permits a party to move for judgment on the pleadings after the pleadings are closed. Fed. R. Civ. P. 12(c). The same review standard is applied to motions brought under Rule 12(c) as to those filed under Rule 12(b)(6). Hindel v. Husted, 875 F.3d 344, 346 (6th Cir. 2017). That is, courts are to “construe the complaint in the light most favorable to

the plaintiff and accept all allegations as true to determine whether the complaint contains sufficient factual matter, accepted as true, to state a claim to relief that is plausible on its face." Jackson v. City of Cleveland, 925 F.3d 793, 806 (6th Cir. 2019) (quoting Doe v. Miami Univ., 882 F.3d 579, 588 (6th Cir. 2018)) (internal alterations and quotation marks omitted), cert. denied, ___ S. Ct. ___ (U.S. Jan. 13, 2020) (No. 19-409). “A claim has facial plausibility when the plaintiff pleads factual content that allows the court to draw the reasonable inference that the defendant is liable for the misconduct alleged.” Bullington v. Bedford Cty., Tenn., 905 F.3d 467, 469 (6th Cir. 2018) (quoting Ashcroft v. Iqbal, 556 U.S. 662, 678 (2009)).

FACTS ALLEGED The following facts are alleged in the amended pleading. In 2017, Third-Party Defendant TransCanada Corporation, or TransCanada Pipelines Limited (“TransCanada”), a Canadian corporation that builds and owns a network of pipelines for transportation of natural gas, oil, and power, planned to construct a pipeline through Cottage Grove, Tennessee. It hired non-party Exline Incorporated (“Exline”), which provides repairs and services of machinery in the United States, to serve as general contractor for the project. Exline subcontracted with Iron Horse, a specialist in the construction of concrete foundations for the installation of industrial generators, to build a foundation for a large natural gas compressor at the site. Iron Horse then subcontracted with SCP, a producer of concrete products and services, to supply the concrete. SCP agreed to furnish concrete in compliance with certain specifications required to provide sufficient strength to support the compressor. Iron Horse submitted to SCP concrete plant instructions and a general mix guideline, which together set out, among other things,

the required specifications of a low air content target of three percent and a compression strength exceeding 6,500 pounds per square inch (“PSI”). SCP then created a mix design detailing specific materials to be used, adjusting weights and measures articulated in Iron Horse’s general mix guideline to achieve the required concrete specification based on SCP’s chosen materials. On September 20, 2017, during an onsite visit to Defendant’s batch plant, Iron Horse directed it to revise its original mix design to omit any air entraining admixture, as SCP’s choice of superplasticizers would incorporate air into the mixture. The combination of the air resulting from the superplasticizers, in addition to an air entraining admixture, would

likely result in an air content exceeding the required specifications. The following day, SCP batched the concrete at its plant, delivered it to the work site in three trucks, and began pouring it for the compressor foundation. At the batch plant, while a visual check was performed on the concrete, Defendant did not test the air content of the concrete loaded onto the first truck because it was believed unnecessary, since the approved final mix design did not contain air entrainment. The first truck was also not tested onsite, per industry standard. Pursuant to industry standard, after approximately half the concrete on the second truck was poured, it was tested onsite for air, slump, and temperature. The first test results, obtained after the second truck pour was completed, reflected that the concrete likely had an extremely high air content. SCP’s quality control manager, Ross C. Armstrong, questioned the result because the mix design did not include an air entrainment admixture. He then tested the concrete loaded on the third truck with a second air meter, which confirmed the high air content. At the time of this confirmation, the pour was near if not complete and Iron Horse

was then unable to remove the poured concrete. Following the onsite testing and completion of the pour, SCP tested the concrete again at the batch plant, again revealing an extremely high air content exceeding the required specifications. High air content could render the concrete defective, specifically, by negatively impacting its compression strength. This impact could not be determined, however, until later testing of the poured concrete. In this instance, the concrete specifications called for the 6,500 PSI strength to be reached at day twenty-eight after the pour. On the twenty-eighth day, October 19, 2017,1 a third party tested the poured concrete.

The testing confirmed that the substance did not conform to specifications, as it had not reached or exceeded the required compression strength of 6,500 PSI. The next day, as a direct result of the defective nature of the concrete, Iron Horse was required to begin tearing out the foundation so that the concrete could be replaced. It immediately notified the Defendant. On September 25, 2017, SCP advised Iron Horse that it had initiated an internal investigation into the cause of the high air content. Armstrong reported on October 3, 2017, that Defendant had determined that it was responsible for the defective concrete, specifically

1The amended complaint actually states that this occurred on October 19, 2019. (See D.E. 63 ¶ 23.) The Court assumes, however, that Plaintiff intended to refer to 2017. stating that it was caused by “batch plant operator error” of an SCP employee at its facility. To prevent future errors, Armstrong ordered that the employee responsible no longer be permitted to batch concrete. Plaintiff alleges that SCP breached its contractual duty by failing to provide concrete that met or exceeded the required specification. Alternatively, in the event there was no

enforceable contract between the parties, Iron Horse seeks damages under the quasi- contractual theories of unjust enrichment and quantum meruit. JURISDICTION AND CHOICE OF LAW The instant matter was brought in this Court pursuant to diversity jurisdiction under 28 U.S.C.

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Iron Horse Energy Services, Inc. v. Southern Concrete Products, Inc., Counsel Stack Legal Research, https://law.counselstack.com/opinion/iron-horse-energy-services-inc-v-southern-concrete-products-inc-tnwd-2020.