Engelstein v. United States Department of Agriculture

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

Opinion

5 UNITED STATES DISTRICT COURT AT SEATTLE 7 DAVID ENGELSTEIN, 8 Plaintiff, 9 v. C20-0916 TSZ 10 UNITED STATES DEPARTMENT ORDER 11 OF AGRICULTURE, et al., 12 Defendants.

13 THIS MATTER comes before the Court on Defendant United States of America’s 14 motion to dismiss for lack of subject matter jurisdiction, docket no. 124, and motion to 15 strike, docket no. 173. The Court having previously entered a Minute Order, docket 16 no. 175, granting the motion to dismiss and denying the motion to strike, now enters the 17 following order explaining its reasoning. 18 Overview 19 On June 18, 2017, Plaintiff David Engelstein was riding his bicycle on the Middle 20 Fork Road (the “Road”) in North Bend, Washington. Second Am. Compl. (“SAC”) at 21 ¶ 5.1 (docket no. 58); Ex. C to Johnson Decl. at 2 (docket no. 125-3). At the time of 22 Engelstein’s bike ride, the Road was under construction pursuant to the Middle Fork 1 Snoqualmie River Road Reconstruction Project (the “Project”). A portion of the Road 2 was constructed of grate panels. SAC at ¶ 5.1. Engelstein alleges that, while crossing

3 over the grate surface, he fell because his bike tire got wedged within a gap between the 4 grate panels and he sustained serious injuries. Id. at ¶ 5.2. 5 A. The Middle Fork Snoqualmie River Road Reconstruction Project 6 The Road is owned by King County (the “County”). See Ex. A to Johnson Decl. 7 at 2–6 (docket no. 125-1); Pl.’s Resp. Br. at 2 & 8 (docket no. 149). The Road was under 8 construction pursuant to a contract between the Federal Highway Administration

9 (“FHWA”), the United States Forest Service (the “Forest Service”), the County, and 10 Active Construction, Inc. (“ACI”). Following a study on the impact of paving the Road, 11 the FHWA, the Forest Service, and the County agreed to reconstruct approximately 12 9.7 miles of the Road. Id.; see also Ex. B to Johnson Decl. at 1 (docket no. 125-2), Ex. C 13 to Johnson Decl. at 1–3. The FHWA solicited bids for the Project and ultimately

14 awarded a contract for the Project to ACI (the “Contract”). Ex. D to Johnson Decl. at 1–2 15 (docket no. 125-4). 16 The Contract tasked ACI with constructing a 20-foot paved roadway, 17 reconstructing two bridges and replacing one bridge with a culvert, replacing numerous 18 existing roadway culverts, and upgrading signing and other roadside safety features.

19 Ex. B to Johnson Decl. at 1. The Contract also called for ACI to design, manufacture, 20 and install low water crossings. Ex. D to Johnson Decl. at 56–59; Ex. E to Johnson Decl. 21 at 1–49 (docket no. 125-5). Specifically, the Contract provided that ACI would design, 22 manufacture, and install “precast reinforced concrete box culverts and associated curb 1 headwalls, stem walls, and wing walls according to layouts and requirements shown on 2 the plans.” Ex. D to Johnson Decl. at 56. The work also consisted of “designing and

3 constructing three-sided concrete trench drains with removable steel grates according to 4 layouts and requirements shown on the plans.” Id. 5 When designing the low water crossings, the FHWA and ACI had to consider 6 certain regulations, administrative guidance documents, and policy manuals, many of 7 which served as non-mandatory guidance for the designers and engineers. See Exs. H–K 8 to Johnson Decl. (docket nos. 125-8–125-11). A separate agreement between the federal

9 agencies and King County stated that the low water crossings would be designed in 10 accordance with the American Association of Highway and Transportation Officials 11 (“AASHTO”) specifications. Ex. A to Johnson Decl. at 3. In addition, the Contract 12 incorporated the Standard Specifications for Construction of Roads and Bridges on 13 Federal Highway Projects (“Standard Specifications”), and it supplemented the Standard

14 Specifications with specific language tailored to the Project. Ex. D to Johnson Decl. at 15 29–32; Ex. G to Johnson Decl. (docket no. 125-7). The Standard Specifications required 16 contractors to “[p]repare drawings as necessary to construct the work[,]” furnish the 17 drawings “for acceptance before performing work covered by the drawings[,]” and 18 “[o]btain written approval before changing or deviating from the accepted drawings.”

19 Ex. G to Johnson Decl. at 17. The Contract supplemented the Standard Specifications by 20 identifying specific drawings that ACI was required to prepare and submit for the Project, 21 which included drawings for the low water crossings. Ex. D to Johnson Decl. at 35–37. 22 1 Prior to construction, ACI and its subcontractor, OldCastle Precast (“OldCastle”), 2 submitted design drawings for the low water crossings to the FHWA and the County for

3 approval. Ex. E to Johnson Decl. at 1–5. The FHWA, the Forest Service, and the County 4 approved these designs in June 2014. Id. In August 2014, Oldcastle and ACI submitted 5 additional drawings with additional detail regarding the grates, knowing that the 6 Washington Department of Transportation (“DOT”) would inspect them. Id. at 31–34. 7 The FHWA and the County approved the supplemental designs in August 2014. Id. at 8 35–49.

9 After the final design plans were approved, OldCastle manufactured, and ACI 10 installed, the low water crossings.1 The Contract provided that “at all times during 11 performance” of the Project “and until the work is completed and accepted, [ACI] shall 12 directly superintend the work or assign and have on the worksite a competent 13 superintendent who is satisfactory to the [FHWA] and has authority to act for [ACI].”

14 Ex. D to Johnson Decl. at 23. ACI was also responsible for obtaining its own permits, 15 licenses, materials, and equipment. Id. at 23. In addition, ACI agreed to assume all 16 responsibility for injuries arising as a result of its own negligence. Id. 17 The Standard Specifications contained provisions regarding construction of the 18 Project. Specifically, the Standard Specifications provided that ACI was required to

19 “[i]ndemnify and hold harmless the Government, its employees, and its consultants from 20

21 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- 22 back doctrines applied. Order at 9–10 (docket no. 90). 1 suits; actions; or claims brought for injuries or damage received or sustained by any 2 person, persons, or property resulting from the construction operations arising out of the

3 negligent performance of the contract.” Ex. G to Johnson Decl. at 36, § 107.05. In 4 addition, the Standard Specifications state that during “the performance of the contract, 5 the Contractor is an independent contractor and neither the Contractor nor anyone used or 6 employed by the Contractor shall be an agent, employee, servant, or representative of the 7 Government.” Id. at 37, § 107.09. The Standard Specifications also state 8 “[s]ubcontracting does not relieve the Contractor of liability and responsibility under the

9 contract and does not create any contractual relation between subcontractors and the 10 Government. The Contractor is liable and responsible for any action or lack of action of 11 subcontractors.” Id. at 39, § 108.02. 12 By June 2017, the time of Engelstein’s accident, the Project neared completion. 13 Construction was ongoing, although not on the grates at issue. On July 10, 2017, the

14 FHWA deemed the project substantially complete, and relieved ACI of its maintenance 15 responsibilities. Ex. C to Johnson Decl. at 1; Ex. F to Johnson Decl. at 1 (docket no. 125- 16 6). ACI finished work on the project in December 2017.2 17 18

19 20

21 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.

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