Engelstein v. United States Department of Agriculture

District Court, W.D. Washington·Decided September 11, 2023·No. 2:20-cv-00916·Unknown

Opinion

UNITED STATES DISTRICT COURT AT SEATTLE DAVID ENGELSTEIN, Plaintiff, v. C20-0916 TSZ UNITED STATES DEPARTMENT ORDER OF AGRICULTURE, et al., Defendants.

THIS MATTER comes before the Court on Defendant United States of America’s motion to dismiss for lack of subject matter jurisdiction, docket no. 124, and motion to strike, docket no. 173. The Court having previously entered a Minute Order, docket no. 175, granting the motion to dismiss and denying the motion to strike, now enters the following order explaining its reasoning. Overview On June 18, 2017, Plaintiff David Engelstein was riding his bicycle on the Middle Fork Road (the “Road”) in North Bend, Washington. Second Am. Compl. (“SAC”) at ¶ 5.1 (docket no. 58); Ex. C to Johnson Decl. at 2 (docket no. 125-3). At the time of Engelstein’s bike ride, the Road was under construction pursuant to the Middle Fork Snoqualmie River Road Reconstruction Project (the “Project”). A portion of the Road was constructed of grate panels. SAC at ¶ 5.1. Engelstein alleges that, while crossing

over the grate surface, he fell because his bike tire got wedged within a gap between the grate panels and he sustained serious injuries. Id. at ¶ 5.2. A. The Middle Fork Snoqualmie River Road Reconstruction Project The Road is owned by King County (the “County”). See Ex. A to Johnson Decl. at 2–6 (docket no. 125-1); Pl.’s Resp. Br. at 2 & 8 (docket no. 149). The Road was under construction pursuant to a contract between the Federal Highway Administration

(“FHWA”), the United States Forest Service (the “Forest Service”), the County, and Active Construction, Inc. (“ACI”). Following a study on the impact of paving the Road, the FHWA, the Forest Service, and the County agreed to reconstruct approximately 9.7 miles of the Road. Id.; see also Ex. B to Johnson Decl. at 1 (docket no. 125-2), Ex. C to Johnson Decl. at 1–3. The FHWA solicited bids for the Project and ultimately

awarded a contract for the Project to ACI (the “Contract”). Ex. D to Johnson Decl. at 1–2 (docket no. 125-4). The Contract tasked ACI with constructing a 20-foot paved roadway, reconstructing two bridges and replacing one bridge with a culvert, replacing numerous existing roadway culverts, and upgrading signing and other roadside safety features.

Ex. B to Johnson Decl. at 1. The Contract also called for ACI to design, manufacture, and install low water crossings. Ex. D to Johnson Decl. at 56–59; Ex. E to Johnson Decl. at 1–49 (docket no. 125-5). Specifically, the Contract provided that ACI would design, manufacture, and install “precast reinforced concrete box culverts and associated curb headwalls, stem walls, and wing walls according to layouts and requirements shown on the plans.” Ex. D to Johnson Decl. at 56. The work also consisted of “designing and

constructing three-sided concrete trench drains with removable steel grates according to layouts and requirements shown on the plans.” Id. When designing the low water crossings, the FHWA and ACI had to consider certain regulations, administrative guidance documents, and policy manuals, many of which served as non-mandatory guidance for the designers and engineers. See Exs. H–K to Johnson Decl. (docket nos. 125-8–125-11). A separate agreement between the federal

agencies and King County stated that the low water crossings would be designed in accordance with the American Association of Highway and Transportation Officials (“AASHTO”) specifications. Ex. A to Johnson Decl. at 3. In addition, the Contract incorporated the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (“Standard Specifications”), and it supplemented the Standard

Specifications with specific language tailored to the Project. Ex. D to Johnson Decl. at 29–32; Ex. G to Johnson Decl. (docket no. 125-7). The Standard Specifications required contractors to “[p]repare drawings as necessary to construct the work[,]” furnish the drawings “for acceptance before performing work covered by the drawings[,]” and “[o]btain written approval before changing or deviating from the accepted drawings.”

Ex. G to Johnson Decl. at 17. The Contract supplemented the Standard Specifications by identifying specific drawings that ACI was required to prepare and submit for the Project, which included drawings for the low water crossings. Ex. D to Johnson Decl. at 35–37. Prior to construction, ACI and its subcontractor, OldCastle Precast (“OldCastle”), submitted design drawings for the low water crossings to the FHWA and the County for

approval. Ex. E to Johnson Decl. at 1–5. The FHWA, the Forest Service, and the County approved these designs in June 2014. Id. In August 2014, Oldcastle and ACI submitted additional drawings with additional detail regarding the grates, knowing that the Washington Department of Transportation (“DOT”) would inspect them. Id. at 31–34. The FHWA and the County approved the supplemental designs in August 2014. Id. at 35–49.

After the final design plans were approved, OldCastle manufactured, and ACI installed, the low water crossings.1 The Contract provided that “at all times during performance” of the Project “and until the work is completed and accepted, [ACI] shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the [FHWA] and has authority to act for [ACI].”

Ex. D to Johnson Decl. at 23. ACI was also responsible for obtaining its own permits, licenses, materials, and equipment. Id. at 23. In addition, ACI agreed to assume all responsibility for injuries arising as a result of its own negligence. Id. The Standard Specifications contained provisions regarding construction of the Project. Specifically, the Standard Specifications provided that ACI was required to

“[i]ndemnify and hold harmless the Government, its employees, and its consultants from

1 In a previous order, the Court dismissed plaintiff’s claims against ACI and OldCastle because they were joined as defendants after the three-year statute of limitations had expired and neither tolling nor relation- back doctrines applied. Order at 9–10 (docket no. 90). suits; actions; or claims brought for injuries or damage received or sustained by any person, persons, or property resulting from the construction operations arising out of the

negligent performance of the contract.” Ex. G to Johnson Decl. at 36, § 107.05. In addition, the Standard Specifications state that during “the performance of the contract, the Contractor is an independent contractor and neither the Contractor nor anyone used or employed by the Contractor shall be an agent, employee, servant, or representative of the Government.” Id. at 37, § 107.09. The Standard Specifications also state “[s]ubcontracting does not relieve the Contractor of liability and responsibility under the

contract and does not create any contractual relation between subcontractors and the Government. The Contractor is liable and responsible for any action or lack of action of subcontractors.” Id. at 39, § 108.02. By June 2017, the time of Engelstein’s accident, the Project neared completion. Construction was ongoing, although not on the grates at issue. On July 10, 2017, the

FHWA deemed the project substantially complete, and relieved ACI of its maintenance responsibilities. Ex. C to Johnson Decl. at 1; Ex. F to Johnson Decl. at 1 (docket no. 125- 6). ACI finished work on the project in December 2017.2

2 The SAC is ambiguous as to whether ACI installed the grates at issue or whether the grates preexisted the construction. See SAC at ¶ 5.4. Regardless, in a June 30, 2023, status conference, the parties agreed that ACI installed the subject grates prior to the accident. B. Engelstein’s Claims Engelstein asserts that the United States is liable for his injuries under the Federal

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