Tampa Bay Water v. HDR Engineering, Inc.

Procedural entryThis page is a short order in Tampa Bay Water v. HDR Engineering, Inc.. Read the opinion of the Court — 731 F.3d 1171
Court of Appeals for the Eleventh Circuit·Decided September 23, 2013·No. 12-14600·Published

Opinion

Case: 12-14600 Date Filed: 09/23/2013 Page: 1 of 33

[PUBLISH]

IN THE UNITED STATES COURT OF APPEALS

FOR THE ELEVENTH CIRCUIT ________________________

No. 12-14600 ________________________

D.C. Docket No. 8:08-cv-02446-JDW-TBM

TAMPA BAY WATER, a regional water supply authority,

Plaintiff - Appellant,

versus

HDR ENGINEERING, INC., a Nebraska corporation,

Defendant - Cross Defendant – Appellee. ________________________

Appeal from the United States District Court for the Middle District of Florida ________________________

(September 23, 2013)

Before BARKETT and MARCUS, Circuit Judges, and HUCK, * District Judge.

MARCUS, Circuit Judge:

* Honorable Paul C. Huck, United States District Judge for the Southern District of Florida, sitting by designation. Case: 12-14600 Date Filed: 09/23/2013 Page: 2 of 33

Appellant Tampa Bay Water (“TBW”) challenges three pretrial rulings that

preceded its defeat at trial in this diversity case. The subject matter of the lawsuit

was a reservoir, owned by TBW, which developed large cracks in its earthen

embankments shortly after construction. TBW sued several defendants, including

HDR Engineering (“HDR”) and Barnard Construction Company (“Barnard”),

alleging that HDR defectively designed the reservoir and that Barnard defectively

constructed it. The amount in controversy was very large; TBW’s initial settlement

demands exceeded $200 million, and it ultimately sought more than $100 million

in damages at trial. Prior to trial, TBW settled with Barnard and entered into a

series of factual stipulations that essentially absolved Barnard of liability. On the

basis of those stipulations, the district court granted Barnard summary judgment,

leaving only TBW and HDR to go to trial. TBW argued that HDR’s defective

design caused the reservoir damage. HDR presented an alternative theory to the

jury, alleging that Barnard’s construction techniques caused the damage. The jury

found in HDR’s favor, leading to this appeal.

The primary issue on appeal concerns the district court’s decision to allow

HDR to present evidence that Barnard caused the reservoir damage. According to

TBW, both Florida’s comparative negligence statute and estoppel principles should

have barred the introduction of this evidence, since Barnard had been absolved of

liability to TBW by the district court’s grant of summary judgment in Barnard’s

2 Case: 12-14600 Date Filed: 09/23/2013 Page: 3 of 33

favor. After thorough review, we conclude that the district court properly denied

TBW’s motion to exclude HDR’s evidence. TBW advanced one theory of

causation against Barnard, which it expressly disavowed as part of its settlement

agreement with Barnard. When the district court granted summary judgment to

Barnard, therefore, the court addressed and rejected only that theory. The district

court had no occasion to adjudicate the merits of HDR’s alternative theory of

causation. Thus, the grant of summary judgment did not estop HDR from

presenting that theory and the surrounding facts to the jury.

TBW also claims that the district court improperly admitted HDR’s expert’s

testimony despite the fact that his methodology was unreliable and never peer-

reviewed, and that the district court wrongly denied TBW leave to amend its

complaint for a second time after the close of discovery. The district court did not

abuse its discretion in either respect and, therefore, we affirm its judgment.

I.

A.

Tampa Bay Water is a regional water supply authority that provides drinking

water for the Tampa Bay area. In November 1998, TBW and HDR entered into a

contract for the design of a large reservoir project. TBW also contracted with

Barnard to build the reservoir based on HDR’s design. Because water in an earthen

reservoir may seep away, HDR’s design included the use of plastic sheeting called

3 Case: 12-14600 Date Filed: 09/23/2013 Page: 4 of 33

a “geomembrane” within the embankment. A protective layer of two to three feet

of soil was placed over the geomembrane. On top of that layer, the inner slope of

the reservoir consisted of “soil cement,” a mixture of soil and cement designed to

prevent erosion of the reservoir’s inner walls.

The reservoir began operating in June 2005. By late 2006, two areas of the

reservoir’s embankment -- one in the northeast quadrant, one in the southwest --

exhibited large cracks in the soil cement. TBW contacted HDR and asked it to

investigate the cracks. According to TBW, HDR used its investigation to figure out

a way to escape its own liability and to produce evidence of other parties’ fault.

Eventually, TBW fired HDR and tasked its system engineer, Black & Veatch, with

completing the investigation.

In December 2008, TBW sued HDR and Barnard in the United States

District Court for the Middle District of Florida. The complaint alleged that HDR’s

design was defective because of the failure to account for excess pore pressure.

The complaint also alleged that Barnard had negligently constructed the reservoir

with improperly blended soil, and that HDR had negligently performed its field

inspection and quality-control duties during construction. In November 2009,

TBW filed an amended complaint.

The parties advanced several different theories regarding the cause of the

cracking. One of TBW’s theories was that the cracking was caused by excess pore

4 Case: 12-14600 Date Filed: 09/23/2013 Page: 5 of 33

pressure (“the excess pore pressure theory”), which meant that the layer of soil

between the soil cement and the geomembrane was trapping excess water. The

excess water exerted pressure on the soil cement and pushed it up, leading to the

cracks. This theory put the blame squarely on HDR, since a different design could

have avoided this problem. Initially, TBW also asserted that Barnard had used

improperly blended soil in the intermediate layer. The soil then created “lenses,

pockets, streaks, and layers,” which permitted the excess pore pressure to develop

(“the lenses and pockets theory”).

HDR’s theory was that the cracking was not caused by the soil cement being

pushed up but rather by the cement collapsing. According to HDR, the protective

soil layer on top of the geomembrane was too thick, too loose, and too dry in the

two areas where the soil cement cracked. When the soil became saturated with

water, it became denser and lost volume, causing the soil cement to collapse and

crack (“the collapse upon wetting theory”). This theory placed the blame on

Barnard. Notably, TBW never asserted the collapse upon wetting theory as an

alternative theory of causation against Barnard.

B.

Three of the district court’s pretrial rulings are at issue in this appeal. In

December 2010, after discovery closed, TBW filed a timely motion requesting

leave to amend its complaint for a second time. Among other things, TBW wished

5 Case: 12-14600 Date Filed: 09/23/2013 Page: 6 of 33

to add claims for professional negligence and breach of an implied covenant of

good faith and fair dealing based on HDR’s post-cracking investigation. The

district court granted the motion in part, allowing TBW to bolster its allegations in

Count One (concerning HDR’s defective design), but denied leave to amend to add

the two new claims pertaining to HDR’s post-cracking investigation. The district

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