W. C. English, Inc. v. Rummel, Klepper & Kahl, LLP

934 F.3d 398
CourtCourt of Appeals for the Fourth Circuit
DecidedAugust 14, 2019
Docket18-1529
StatusPublished
Cited by21 cases

This text of 934 F.3d 398 (W. C. English, Inc. v. Rummel, Klepper & Kahl, LLP) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
W. C. English, Inc. v. Rummel, Klepper & Kahl, LLP, 934 F.3d 398 (4th Cir. 2019).

Opinion

NIEMEYER, Circuit Judge:

The Virginia Department of Transportation awarded W.C. English, Inc., the contract to construct a bridge over Interstate 81 near Lexington, Virginia. English in turn retained Rummel, Klepper & Kahl, LLP ("RK&K") to provide "quality assurance" services and CDM Smith, Inc., to provide "quality control" services.

During the construction of the bridge, after much of the bridge's concrete deck had been poured, it was discovered that there was an incorrect depth of concrete over the deck's rebars, which resulted from the rebars' improper placement. Because the deficiency affected the structural capacity of the deck, the Virginia Department of Transportation required English to tear down the bridge and rebuild it. English did so at a cost of over $3.1 million.

English then commenced this diversity action against RK&K and CDM Smith for breach of contract and indemnification. The district court granted summary judgment to RK&K and CDM Smith with a 29-page opinion, which construed contractual provisions and determined some of the facts relating to the conduct of the parties during construction. In doing so, the court construed ambiguous contractual language and resolved factual disputes, which, we conclude, violated the established principles of summary judgment. Accordingly, we vacate the district court's judgment and remand for further proceedings.

I

The contract between the Virginia Department of Transportation ("VDOT") and English for construction of the bridge over Interstate 81 required an 8.5-inch concrete deck reinforced by two separate mats of crisscrossed rebars placed so as to end up with a 1.5-inch concrete cover underneath the mats and a 2.75-inch concrete cover over the top of the mats. To achieve the specified cover dimensions, the mats had to be 2.5 inches apart. English concluded that 2.5-inch spacers, known as "chairs" or "slab runners," needed to be installed between the mats to maintain the 2.5-inch space required between them.

During the course of construction, however, a decision was made by certain English and RK&K personnel to insert 1.75-inch slab runners between the reinforcement mats, which resulted in an incorrect concrete cover and thus the bridge's failure to satisfy VDOT's specifications. Instead of having a 2.75-inch cover, as specified, the cover as constructed was 3.75 inches and more. After VDOT conducted an analysis of the performance of the deck as constructed, it concluded that it could not satisfy the structural capacity required and demanded that English tear down and rebuild the bridge. English did so at a cost of over $3.1 million.

English commenced this action against RK&K and CDM Smith, asserting claims for breach of contract and indemnification arising from the construction deficiency and seeking as damages the cost of reconstructing the bridge. It alleged that RK&K failed to provide "quality assurance" ("QA") services as required by its subcontract and that CDM Smith failed to provide "quality control" ("QC") services as required by its subcontract. The QA and QC functions, while related, were distinct, as provided in VDOT's project requirements:

Quality Assurance - A process performed independently of the construction contractor ... for the purpose of determining the conformance of the work by examining the QC data and/or providing objective evidence (independent sampling and testing), to verify the contractor's quality control sampling and testing. The contractor will (organizationally through services independent of production forces) provide the QA inspection normally provided by VDOT ....
Quality Control - Quality control functions performed by the Design-Builder. The quality control function (QC) is to assess and adjust design, production and construction processes so as to control the level of quality being produced in the Project. The purpose of QC is to measure those quality characteristics and to inspect those activities that affect the production at a time when corrective action can be taken to substantially decrease the likelihood that appreciable non-conforming material will be incorporated in the Project.

In their subcontracts with English, RK&K as the QA provider and CDM Smith as the QC provider agreed to follow the "Construction Quality Assurance Plan" and the "Construction Quality Control Plan," both of which were part of the broader "Quality Assurance/Quality Control Plan" for the project.

In particular, the Quality Assurance Plan outlined "three classifications of noncompliant work" and described the responsive procedures for each:

Level 1 (QC) - Deficient work identified and corrected same day - An example would be reinforcing steel being tied for a bridge footing that does not have the proper cover. The QC inspector points it out to the foreman who corrects it immediately. This issue is noted in the diary by the QC inspector. The QC inspector notes what they found and what the contractor did to correct the issue. The issue is closed.
Level 2 (QA and QC) - Deficient work identified and corrected at a later date - These are items that a QC inspector identifies in the field, notifies the foreman, the foreman agrees to fix the item, and the QC inspector notes in their diary what the issue is, the corrective action agreed to and the date it will be completed. The diary is then turned into the QA Office Engineer who transfers the issue to the project Issue Log so it can be tracked to ensure it is fixed. The Issue Log is reviewed by the QA and QC team on a weekly basis to ensure all items are corrected. The QA and QC team performs reinspection of the item prior to removing it [from] the Issue Log. The Issue Log will be turned in weekly to VDOT as well. All issues must be corrected prior to the Design-builder receiving 100% payment for that item.
Level 3 (VDOT, QA and QC) - Deficient work identified and corrected at a later date where a witness or hold point (i.e. VDOT's approval) is required - This is an issue that results [in] a Non-conformance Report (NCR) where the infraction is of a serious nature and requires input from the upper level management from the Design-build team, such as the Design Manager, to resolve it. If a corrective action must take place in the field due to the NCR, a witness or hold point will be initiated to ensure VDOT has the opportunity to review the design-builders performance of the corrective action. When the nonconformance work has been re-inspected by the QC and QA team (and VDOT if required by resolution of the NCR) and the results are satisfactory [an] NCR notice of correction will be issued. All NCR resolutions require VDOT's concurrence. In addition, all NCR's must be corrected prior to the Design-build team receiving 100% payment for that item. An NCR log will be kept and reviewed on a weekly basis to ensure items are being addressed. ... Where feasible, status tags will be utilized in the field to identify non-conforming work. Authorization for removal can be approved only by originator of NCR or that person's supervisor, and only when demonstrated that nonconforming item meets acceptance criteria or has been reviewed and Accepted for use by the Department Project Manager. Unauthorized removal of nonconformance status tags is prohibited.

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Bluebook (online)
934 F.3d 398, Counsel Stack Legal Research, https://law.counselstack.com/opinion/w-c-english-inc-v-rummel-klepper-kahl-llp-ca4-2019.