Pate v. Federal Highway Administration

CourtDistrict Court, District of Columbia
DecidedAugust 17, 2020
DocketCivil Action No. 2020-2188
StatusPublished

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Pate v. Federal Highway Administration, (D.D.C. 2020).

Opinion

UNITED STATES DISTRICT COURT FOR THE DISTRICT OF COLUMBIA

FIGG BRIDGE ENGINEERS, INC. & WILLIAM DENNEY PATE, Plaintiffs,

v. Civil Action No. 20-2188 (CKK)

FEDERAL HIGHWAY ADMINISTRATION and HARI KALLA, Defendants.

MEMORANDUM OPINION (August 17, 2020)

Upon consideration of the briefing, the relevant authorities, and the record, 1 the Court

DENIES Plaintiffs’ Motion for a Temporary Restraining Order (“Plaintiffs’ Motion”), ECF No.

2.

I. BACKGROUND

This action arises out of the tragic collapse of the Florida International University (“FIU”)

pedestrian bridge (referred to herein as the “FIU Bridge Collapse”). Compl. ¶¶ 2–3. In 2016, “the

FIU Board of Trustees entered into a design-build contract with prime contractor, Munilla

Construction Management (“MCM”), to construct a pedestrian bridge that connected the

university campus in Miami, Florida, with the City of Sweetwater.” Id. ¶ 17. Months later, MCM

entered into a subcontract with Plaintiff Figg Bridge Engineers, Inc. (“Figg”) “to provide design

1 The Court’s consideration has focused on the following: • Compl., ECF No. 1; • Pls.’ Mem. of Law in Supp. of Its Mot. for a Temp. Restraining & Preliminary Injunction (“Pls.’ Mot.”), ECF No. 2-1; • Defs.’ Opp’n to Pls.’ Mot. for a Temp. Restraining & Injunction (“Defs.’ Opp’n”), ECF 10; • Administrative Record (“AR”), ECF Nos. 11-14; and • Pls.’ Reply in Supp. of Application for a Temp. Restraining Order & Preliminary Injunction (“Pl.’s Reply”), ECF No. 15. 1 and engineering services, including final design, construction drawings and specifications

associated with the pedestrian bridge.” Id. ¶ 18. Plaintiff William Denney Pate, “an employee of

Figg, served as the designated Engineer of Record” for the project. Id. Funding for the

construction of the FIU pedestrian bridge came from multiple sources, including the U.S.

Department of Transportation’s Federal Highway Administration (“FHWA”). Id. ¶ 25; see also

AR 30-31.

On March 15, 2018, while construction remained ongoing, the bridge collapsed. Compl.

¶¶ 44–46. Notably, substantial cracking was observed on the bridge in the days immediately

preceding the collapse. Id. ¶¶ 37–42; see also AR 141. Mr. Pate and other Figg employees

participated in remedial discussions regarding these cracks on the morning of March 15th, but the

bridge collapsed just a few hours later. Compl. ¶¶ 37–42. Plaintiffs allege that the collapse was

triggered by failed connections “between the Members 11 and 12 and the deck” of the bridge itself.

Id. ¶ 45. As a result of the FIU Bridge Collapse, six individuals died, and ten more were injured.

Id. ¶ 46.

As would be expected, multiple investigations of the FIU Bridge Collapse ensued

thereafter. Id. ¶ 47. On July 19, 2019, the Occupational Safety and Health Administration

(“OSHA”) issued a report summarizing its investigation of the collapse. Id. ¶ 50; see also AR

3417–3551. Among other findings, the OSHA report stated that “Figg, though not onsite, failed

to recognize that the bridge was in danger of collapsing.” Compl. ¶ 52. Additionally, the OSHA

report found that “MCM was aware that the cracks were getting larger and failed to immediately

inform Figg’s EOR,” Mr. Pate. Id.

The National Transportation Safety Board (“NTSB”) also conducted an investigation of

the FIU Bridge Collapse. See AR 1–157. The NTSB initiated its investigation on May 23, 2018,

shortly after the collapse occurred. Compl. ¶ 70. During the investigative process, the NTSB 2 accepted external reports from both the FHWA, see id. ¶ 59, and Figg, see id. ¶ 69. Figg’s external

report, submitted to the NTSB, “concluded that Figg’s design was to code, was not flawed, but

was improperly executed.” Id. ¶ 68. The final NTSB report, however, which was released on

October 22, 2019, found that:

[T]he probable cause of the Florida International University (“FIU”) pedestrian bridge collapse was the load and capacity calculation errors made by Figg Bridge Engineers, Inc. in its design of the main span truss member 11/12 nodal region and the connection of the bridge deck. . . . Further contributing to the collapse was the failure of the Figg engineer of record to identify the significance of the structural cracking observed in this node before the collapse and to obtain an independent peer review of the remedial plan to address the cracking.

AR 22. The NTSB report made two specific safety recommendations for Figg to implement in

future projects, both of which Figg has allegedly acted upon. Compl. ¶ 81.

Following the NTSB report’s release, Figg engaged in technical discussions with the

FHWA regarding the NTSB’s assessment of the FIU Bridge Collapse. Id. ¶¶ 82–96; see also AR

3713-3748. The parties disagreed over the investigative results surrounding the event and

continued a correspondence addressing their disagreements through January 2020. Compl. ¶¶ 82–

96; see also Defs.’ Opp’n, Ex. A (Hartmann Decl.), ¶ 4. The correspondence between Figg and

the FHWA, however, ended on January 28, 2020. Compl. ¶ 96. Months later, on July 14, 2020,

Plaintiffs Figg and Mr. Pate received notices of suspension and proposed debarment from the

FHWA. Id. ¶ 97; see also Pls.’ Mot., Exs. B–D. The FHWA suspension and proposed debarment

determinations relied upon the NTSB report and its conclusion that Plaintiffs’ actions were the

probable cause of the FIU Bridge Collapse. See id., Ex. D at 10–13. The suspensions had the

immediate effect of precluding Plaintiffs from participation in future federal contracting. See id.,

Ex. D at 1.

Following the July 14, 2020 notices, Plaintiffs engaged in preliminary discussions with the

FHWA regarding the suspension and debarment determinations. Compl. ¶¶ 115–17. On July 30, 3 2020, the parties participated in a conference call and specifically addressed the legality of the

suspensions issued to Figg and Mr. Pate. Id. ¶ 118. The FHWA, however, stated that

“overwhelming” evidence supported the need for these suspensions. Id. In response, Plaintiffs

submitted a formal letter to the FHWA on August 4, 2020, requesting that the agency lift the

suspensions immediately. Id. ¶ 119. But the agency did not respond to this request, and on August

10, 2020, Plaintiffs filed their complaint with this Court. The next day, Plaintiffs filed a motion

for injunctive relief, seeking a temporary restraining order “lifting Defendants’ decision to suspend

Plaintiffs from participating in any federally-funded government program and/or contract.” Pls.’

Mot. at 2.

As of August 14, 2020, the parties have completed their briefing on Plaintiffs’ Motion, and,

pursuant to Local Rule 7(n) the FHWA has filed the appropriate administrative record with the

Court. The Court has also held a hearing regarding Plaintiffs’ Motion. Accordingly, Plaintiffs’

Motion is now ripe for review. 2

II. LEGAL STANDARD

A temporary restraining order (“TRO”) is an extraordinary form of relief. An application

for a TRO is analyzed using factors applicable to preliminary injunctive relief. See, e.g., Gordon

v. Holder, 632 F.3d 722, 723–24 (D.C. Cir. 2011) (applying preliminary injunction standard to a

district court decision denying motion for TRO and preliminary injunction); Sibley v. Obama,

810 F. Supp. 2d 309, 310 (D.D.C.

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