Bizzack Constr., LLC v. TRC Eng'rs, Inc.

Court of Appeals for the Sixth Circuit·Decided July 27, 2026·No. 26-5006·Unpublished

Opinion

NOT RECOMMENDED FOR PUBLICATION File Name: 26a0335n.06

Case No. 26-5006

UNITED STATES COURT OF APPEALS FOR THE SIXTH CIRCUIT FILED Jul 27, 2026 ) KELLY L. STEPHENS, Clerk BIZZACK CONSTRUCTION, LLC, ) Plaintiff-Appellant, ) ) ON APPEAL FROM THE UNITED v. ) STATES DISTRICT COURT FOR ) THE EASTERN DISTRICT OF TRC ENGINEERS, INC., ) KENTUCKY Defendant-Appellee. ) ) OPINION

Before: DAVIS, MATHIS, and RITZ, Circuit Judges.

MATHIS, Circuit Judge. West Virginia awarded Bizzack Construction, LLC a contract

to build highway infrastructure, which included the construction of several bridges. One bridge

failed. Bizzack sued two of its subcontractors, AECOM Technical Services, Inc. and TRC

Engineers, Inc., for design- and inspection-related failures. Bizzack settled with AECOM. The

district court later granted summary judgment to TRC, concluding that Bizzack waived its claims

against TRC in its settlement agreement with AECOM. We vacate the district court’s judgment

and remand for further proceedings.

I.

A.

This dispute arises from a bridge-construction project in West Virginia. In 2015, the West

Virginia Department of Highways (WVDOH) awarded a contract to Bizzack Construction, LLC No. 26-5006, Bizzack Constr., LLC v. TRC Eng’rs, Inc.

for the construction of a 14.6-mile stretch along U.S. Route 35 (the Project). The Project included

the design and construction of four bridges. Only one bridge (Bridge 1) is relevant to this appeal.

Bizzack subcontracted with TRC Engineers, Inc. to assist with the Project. TRC is a

national engineering firm. Under a consultant agreement, TRC agreed that it would work as the

“lead designer” for the Project, using several subcontractors to that end. R. 152-1, PageID 3515.

And it agreed to provide construction management and inspection services, such as “oversee[ing]

embankment construction . . . and the [use of] proper materials,” so that Bizzack could construct

the bridge “pursuant to the [appropriate] plans and specifications.” R. 152-20, PageID 4286;

R. 152-21, PageID 4301.

TRC subcontracted with AECOM Technical Services, Inc. to design Bridge 1, which

would traverse another state highway in West Virginia. AECOM’s design for the structure

included four sets of piers for support, with the northernmost set referred to as Pier 4. Pier 4 would

be built within a 120-foot sloping embankment composed of several layers of compacted materials

known as “lifts,” which were crucial to ensure pier stability. TRC approved AECOM’s design of

the bridge and submitted it to the WVDOH for final approval. The WVDOH approved AECOM’s

design, allowing construction to proceed.

Bizzack hired Haydon Bridge Company, Inc. to build Bridge 1. By November 2017,

Haydon had completed construction on all four piers. And by the end of December, Bizzack had

also completed the embankment for Pier 4.1 The only thing left to do was place the bridge’s

horizontal beams. But a major issue arose.

1 Per Bizzack’s contract with TRC, TRC remained onsite throughout this process for quality inspection services.

-2- No. 26-5006, Bizzack Constr., LLC v. TRC Eng’rs, Inc.

While reviewing the piers to place the beams, Haydon noticed a considerable deformity

with Pier 4’s bearing pads.2 And it appeared Pier 4 had moved multiple inches in two directions

since the completion of its construction. Haydon notified Bizzack and TRC, and construction

halted. At this point, the parties agreed they needed to survey the location and establish a

monitoring plan for the site. Subsequent measurements confirmed that Pier 4 was moving within

the embankment.

The parties notified the WVDOH of the issues because a delay of the Project appeared

inevitable. During a meeting in 2018, the WVDOH raised concerns about the embankment’s

design analysis and material composition. The record shows that AECOM’s design overlooked

the embankment’s full “lateral loading” on the pier and its underground support. R. 152-9, PageID

3823. AECOM notified Bizzack afterward that the only way to review the structural integrity of

Pier 4 was to first look at its piling foundation,3 which required demolishing it altogether. So the

embankment needed to be removed and replaced.

AECOM sought to correct its errors. Although it initially believed the embankment could

be replaced by using previous embankment materials, AECOM ultimately recommended using

different materials to create the new embankment. AECOM also changed course by

recommending that the “design of [P]ier 4 . . . have [some] camber built into it.”4 Id. at 3830.

2 A bearing pad is a large block of reinforced rubber that the bridge’s concrete beams sit on. These pads sit between the top of the pier cap and concrete beams. 3 A piling foundation is comprised “of a number of heavy wooden or metal posts or beams, pointed or sharpened at the lower end and driven vertically into a river-bed, the sea, or marshy ground to support the foundations of a superstructure such as a house, a bridge, a pier, etc.” Pile, Oxford English Dictionary, https://www.oed.com/dictionary/pile_n1?tab=meaning_and_use#30160126 (last visited June 2, 2026). 4 Camber is defined as “a slight convexity, arching, or curvature (as of a beam, deck, or road).” Camber, Merriam- Webster Dictionary, https://www.merriam-webster.com/dictionary/camber (last visited June 2, 2026).

-3- No. 26-5006, Bizzack Constr., LLC v. TRC Eng’rs, Inc.

These new designs would come at great cost, but the parties agreed to submit the proposal to the

WVDOH. The WVDOH approved the submission, and construction of the bridge recommenced.

B.

Bizzack sued TRC and AECOM for negligence and breach of contract arising from the

allegedly improper design and construction of Bridge 1’s Pier 4. After an extended period of

discovery, Bizzack sought partial summary judgment on its claims against AECOM and TRC.

While its motions for summary judgment were pending, Bizzack and AECOM settled. So the

district court dismissed AECOM from the suit.

TRC moved for summary judgment against Bizzack. It argued that: (1) TRC did not owe

a contractual duty to Bizzack to supervise AECOM’s design, (2) Bizzack did not offer any expert

evidence supporting a breach of duty, and (3) Bizzack’s complaint asserted causes of action arising

only from AECOM’s flawed design analysis, which Bizzack had waived in its settlement

agreement with AECOM. The district court agreed with TRC that Bizzack waived its claims

against TRC in the settlement agreement. The court thus granted TRC’s motion for summary

judgment and denied Bizzack’s motion for partial summary judgment as moot.5

This appeal followed.

II.

We review the grant of summary judgment de novo. Puskas v. Delaware County, 56 F.4th

1088, 1093 (6th Cir. 2023). Summary judgment is appropriate where “the movant shows that there

is no genuine dispute as to any material fact and the movant is entitled to judgment as a matter of

5 TRC had also filed another motion for partial summary judgment related to damages, but the district court denied that motion as moot once it decided the issue of liability.

-4- No. 26-5006, Bizzack Constr., LLC v. TRC Eng’rs, Inc.

law.” Fed. R. Civ. P. 56(a). We review the evidence and draw all reasonable inferences in the

nonmoving party’s favor. Hieber v.

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