Balfour Beatty Rail, Inc. v. Kansas City Southern

CourtCourt of Appeals for the Fifth Circuit
DecidedFebruary 15, 2018
Docket16-11645
StatusUnpublished

This text of Balfour Beatty Rail, Inc. v. Kansas City Southern (Balfour Beatty Rail, Inc. v. Kansas City Southern) 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
Balfour Beatty Rail, Inc. v. Kansas City Southern, (5th Cir. 2018).

Opinion

Case: 16-11645 Document: 00514348343 Page: 1 Date Filed: 02/15/2018

IN THE UNITED STATES COURT OF APPEALS FOR THE FIFTH CIRCUIT

United States Court of Appeals

No. 16-11645 Fifth Circuit

FILED February 15, 2018 BALFOUR BEATTY RAIL, INCORPORATED, Lyle W. Cayce Clerk Plaintiff - Appellant

v.

KANSAS CITY SOUTHERN RAILWAY COMPANY,

Defendant - Appellee

Appeal from the United States District Court for the Northern District of Texas USDC No. 3:10-CV-1629

Before DAVIS, HAYNES, and COSTA, Circuit Judges. GREGG COSTA, Circuit Judge:* The Kansas City Southern Railway Company (Southern) hired Balfour Beatty Rail, Inc. (Balfour) to complete a new railroad track in Texas. Southern contends that because of Balfour’s poor workmanship, it was forced to pay for tens of thousands of tons of ballast in excess of what should have been required to finish the track. The district court determined after a bench trial that Balfour had breached its contract and Southern was entitled to

* Pursuant to 5TH CIR. R. 47.5, the court has determined that this opinion should not be published and is not precedent except under the limited circumstances set forth in 5TH CIR. R. 47.5.4. Case: 16-11645 Document: 00514348343 Page: 2 Date Filed: 02/15/2018

No. 16-11645 several million dollars in compensatory damages for wasted materials. Except for a minor adjustment to the final amount awarded, we affirm the district court. I. Southern originally hired Gulf Coast to construct 85 miles of new railroad track between Victoria and Rosenberg, Texas. After becoming dissatisfied with the quality and timeliness of the construction, Southern solicited a bid from Balfour to finish the remaining 65 miles of the track. Balfour submitted a bid and was awarded the contract. Southern agreed to pay Balfour a flat rate of $12.2 million and to purchase and deliver the necessary track materials such as welded rail and ballast. Ballast is crushed stone used to support the track and maintain a level height along potentially uneven terrain. Problems arose that caused significant delays and overuse of materials. After the track was completed, Balfour sued Southern in Texas state court. Southern removed the case to federal court and counterclaimed. Following cross motions for summary judgment and a nine day bench trial, the district court decided that Balfour had wasted ballast in violation of its contractual obligations and awarded Southern $2,353,299.40 in compensatory damages for the cost of the material, $721,858.66 in prejudgment interest, and $1,069,934.33 in attorney’s fees. 1 This appeal concerns only Southern’s successful counterclaim to recover the costs of wasted ballast. We must determine whether the evidence was sufficient to support the district court’s ruling; whether the amount of ballast wasted was properly calculated; and whether Balfour is entitled to any

The court awarded Balfour $47,561.43 for claims associated with four Change 1

Orders, which was subtracted from Southern’s ultimate award. 2 Case: 16-11645 Document: 00514348343 Page: 3 Date Filed: 02/15/2018

No. 16-11645 affirmative defenses. We detail only the evidence that relates to this challenged award. The Master Agreement required Balfour’s work to be (a) “in a workmanlike manner and . . . first class in execution and quality,” and (b) “in accordance with the specifications referenced in the applicable Statement of Work.” The Statement of Work called for at least ten inches of ballast under the railroad ties to lift the track to the proper elevation, with an acceptable variance of plus or minus two inches, and no more than twelve inches of shoulder on each side of the railroad ties. Balfour was obligated to exercise care “not to distribute ballast in excess of the amount required for the lift to be made.” As the project continued, Balfour began to request more and more ballast from Southern. At the beginning of construction, Southern delivered 1,750 tons of ballast per day. The demand for ballast eventually increased to 3,700 tons per day and then to 4,646 tons per day. To meet the higher demand for ballast, Southern obtained rock from quarries in Arkansas, Georgia, and Mexico. Because of the flat rate payment structure, every additional ton of ballast increased Southern’s construction costs. The court heard extensive testimony on how to calculate the amount of ballast “wasted.” Ballast is wasted in one of two ways: (1) when too much rock is spread on the outside edges of the track, thus no longer providing structural support; or (2) when too much rock is placed in the center, thus raising the track unnecessarily high. The undisputed total amount of ballast delivered by Southern was 412,511 tons. 2 The amount wasted is this amount of rock delivered minus both the amount Balfour should have needed to complete the

2 This amount of total ballast may actually underestimate the rock available to Balfour. Balfour had access to an undetermined amount of ballast in a stockpile already on site that was not included in the total amount when the district court did its calculations. 3 Case: 16-11645 Document: 00514348343 Page: 4 Date Filed: 02/15/2018

No. 16-11645 project and the amount diverted from Balfour to other contractors. This difference represents how much Balfour used beyond what the project required, and that number can be multiplied by the average cost per ton to get the final calculation of damages. The following formulas demonstrate this: • Total Wasted Ballast (in tons) = Amount Delivered – (Amount Diverted + Amount Needed)

• Damages for Wasted Ballast = Total Wasted Ballast * KC Southern’s Average Out-of-Pocket Cost per Ton Balfour blamed the use of the additional ballast on the poor quality of the subgrade on which the track was built. That land was flattened by a separate contractor. Balfour raised this concern with Southern during construction and argues that because the height of the subgrade was too low in some places and too narrow in others, the additional ballast was necessary to get the track to the specifications required under the contract. Southern counters that it had warned Balfour that it was using too much ballast and says it took this subgrade variation into account when calculating how much ballast should have been used. Southern presented expert testimony that the subgrade was properly constructed and, regardless of height, ballast had been poured too far on the sides where it did not provide any structural support. Southern’s Director of Track Projects, Lee Peek, testified that Balfour wasted 74,260 tons of ballast. Peek detailed how he reached this number. He surveyed the track following the completion of the project and measured the top rail, the subgrade elevation, and the actual depth of ballast along the rail. He then explained how he calculated that the project should have needed only 327,591 tons of ballast. Balfour argues that there are two other potential estimates of wasted ballast. One, presented by Southern’s expert witness David Brookings, was determined using a general rule of thumb of about one ton of ballast per foot of track; based on the length of the track, he estimated 4 Case: 16-11645 Document: 00514348343 Page: 5 Date Filed: 02/15/2018

No. 16-11645 about 349,000 tons of ballast would be required. The second, a Balfour revised internal estimate, estimated 340,560 tons of ballast were needed to finish construction. Both of these alternative estimates would result in Balfour owing less. The district court credited Southern’s evidence and concluded that it was Balfour’s deficient workmanship, rather than any problem with the subgrade, that caused ballast to be wasted. The court also determined that the project should have required 327,591 tons of ballast, that 10,660 tons of ballast were diverted to other contractors, and thus 74,260 tons had been wasted by Balfour.

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Balfour Beatty Rail, Inc. v. Kansas City Southern, Counsel Stack Legal Research, https://law.counselstack.com/opinion/balfour-beatty-rail-inc-v-kansas-city-southern-ca5-2018.