Tony's Concrete Work, LLC v. Shelly Goad and Daniel Goad

Court of Appeals of Texas·Decided July 25, 2024·No. 01-23-00759-CV·Published

Opinion

Opinion issued July 25, 2024

In The

Court of Appeals

For The

First District of Texas

Appellees Shelly Goad and Daniel Goad contracted with Spears Construction Management, LLC to build a new house. Spears Construction retained Appellant Tony’s Concrete Work, LLC as a subcontractor to prepare and lay the foundation. Following disputes about the construction of their house, the Goads sued Spears Construction, Tony’s Concrete, and several other subcontractors involved in the construction project.2 Spears Construction settled with the Goads and it assigned its claims against Appellant Tony’s Concrete to the Goads.

The Goads sued Tony’s Concrete for breach of contract as assignees of Spears and for negligence in their own capacity. Following a bench trial, the trial court entered judgment in favor of the Goads awarding them $412,687.52 in damages plus interests and costs of court. In two issues, Tony’s Concrete argues that the trial court’s judgment should be reversed, and judgment rendered in its favor because (1) the Goads’ breach of contract claim is precluded by the affirmative defense of estoppel, and (2) the Goads’ negligence claim is precluded by the economic loss rule.

We affirm the trial court’s judgment.

2 The other defendants settled with the Goads and are not parties to this appeal.

Background

In November 2017, Shelly Goad and Daniel Goad hired Spears Construction Management, LLC, a general contractor, to build their house in Tarrant County, Texas. Spears Construction hired Tony’s Concrete, a subcontractor, to prepare and lay the foundation for the house in accordance with the plans to be furnished by Spears Construction. Tony’s Concrete was paid in full, and the concrete was poured on February 14, 2018.3 After the concrete was poured but before the project was complete, the Goads learned of problems with the foundation. They alleged that:

a. the foundation was too shallow, not sufficiently stiff, and not embedded into native soil (which caused erosion and severe foundation exposure), resulting in insufficient strength;

b. the control joints were improperly spaced, which caused excessive cracking;

c. the grade beams lacked rebar;

d. the grade beams were not located at the correct depth; and

e. numerous footings in the foundation were altogether missing while others were insufficient.

Concluding it would be less expensive to start the construction over than to repair the problems, the Goads demolished the construction, which was about thirty percent complete.

3 Spears Construction hired other contractors to supply and pump the concrete.

The Goads sued Spears Construction, Tony’s Concrete, and several other subcontractors. Spears Construction settled with the Goads and assigned any claims it had or may have against Tony’s Concrete to the Goads. The Goads then asserted a breach of contract claim against Tony’s Concrete in their capacity as assignees to Spears Construction, and a negligence claim in their own capacity.4 The Trial

The trial court conducted a one-day bench trial. Three witnesses testified for the Goads and one witness testified for Tony’s Concrete. A. Robert Nicholas Robert Nicholas, a structural engineer, testified as an expert for the Goads.

He testified that the Goads contacted him when the house was “probably about 30 percent complete.” He reviewed the floor plans, foundation plans, metal building plans, and geotechnical report, and he walked the property. He told the Goads he had “several concerns about both the framing and the foundation.” After conducting a visual inspection, he testified he was “concerned that there [were] numerous cracks in the foundation, so that’s going to make it very difficult to put any kind of a hard flooring or a stained concrete type flooring in it.”5 Nicholas

4 The Goads also alleged in their pleadings that they were third-party beneficiaries to the contract between Tony’s Concrete and Spears Construction, but they did not argue that theory at trial or on appeal.

5 Shelly Goad testified that she and her husband intended to use “mainly stained concrete, some tile, some carpet” for flooring in the house.

also was concerned with other things, including “some of the other rebar that was exposed,” erosion around the outside of the slab, and “what looked like soft leftover fill material[.]”

According to Nicholas, his “biggest concern with—prior to the demo was the number and the size of the cracks that had already started forming at the top of the foundation.” He “thought these cracks were kind of excessive, especially for the age of this particular foundation.” He also was concerned because the material “the foundation was sitting on was kind of soft” and the reinforcing in the slab “looked like it was kind of lower than it . . . should have been, not really in the center of the slab.” Nicholas was worried about the thickness of the concrete, the depth of the interior beams, and erosion in the corner of the foundation and under the back patio. He testified that the control joints “were way too far apart.” And he was concerned with respect to the foundation’s failure to conform with a section of the International Residential Code. Nicholas made repair recommendations but the estimate to repair the problems was greater than the price of demolishing and rebuilding.

Nicholas testified that some deficiencies in the plans were in the pour site before the concrete was added to it. According to Nicholas, the general contractor usually relies on his foundation subcontractor to determine the adequacy of the foundation plans. “The third-party inspectors, especially when they’re doing the

pre-pours, are usually . . . almost a waste of money. You know, you really want the guy that designed the foundation to be out there to look at it because that’s the guy that knows where everything is going to be at.” Nicholas acknowledged that the people who inspect the site prior to the pour are supposed to either give approval if the site conforms to the plans or they say the site is not set up correctly. He conceded that the contractor who pours the concrete cannot pour until he is advised that the site is acceptable and comports with the plans.

Nicholas reviewed the Reinforcing Steel Observation Report Alpha Testing prepared before the pour. Spears Construction hired Alpha Testing, a subcontractor, to provide “professional engineering services, including construction materials testing services.” He testified that the Alpha Testing report was not really an inspection report but an observation report. According to Nicholas, it is the general contractor’s responsibility to have someone on-site who knows the foundation plans to make sure all is going according to the plans. But, he said, “the foundation contractor is ultimately responsible for [the foundation] being right.” Even after the general contractor and its inspector approve the pour, “that’s where the concrete contractor has to use his own judgment; is it really ready, do I have the right plans, or are we going to be ripping this out again in three months.”

Nicholas testified that the Alpha Testing report addressed only steel reinforcement. There was nothing in the report about the footers or their depth or whether they were there, the control joints, the depth of the concrete in the beams, or the garage. He testified that the Alpha Testing report was wrong.

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Tony's Concrete Work, LLC v. Shelly Goad and Daniel Goad, (Tex. Ct. App. 2024).

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