NATIONAL TRUST FOR HISTORIC PRESERVATION IN THE UNITED STATES v. BUTTIGIEG

CourtDistrict Court, D. Maine
DecidedJanuary 5, 2024
Docket2:23-cv-00080
StatusUnknown

This text of NATIONAL TRUST FOR HISTORIC PRESERVATION IN THE UNITED STATES v. BUTTIGIEG (NATIONAL TRUST FOR HISTORIC PRESERVATION IN THE UNITED STATES v. BUTTIGIEG) is published on Counsel Stack Legal Research, covering District Court, D. Maine primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
NATIONAL TRUST FOR HISTORIC PRESERVATION IN THE UNITED STATES v. BUTTIGIEG, (D. Me. 2024).

Opinion

UNITED STATES DISTRICT COURT

DISTRICT OF MAINE

NATIONAL TRUST FOR HISTORIC ) PRESERVATION IN THE UNITED ) STATES, FRIENDS OF THE FRANK ) J. WOOD BRIDGE, HISTORIC ) BRIDGE FOUNDATION, and ) WATERFRONT MAINE, ) BRUNSWICK, LLC, ) ) Plaintiffs, ) ) v. ) No. 2:23-cv-00080-LEW ) PETE BUTTIGIEG, SECRETARY, ) U.S. DEPARTMENT OF ) TRANSPORTATION, ) ) SHAILEN BHATT, ) ADMINISTRATOR, FEDERAL ) HIGHWAY ADMINISTRATION, ) ) TODD JORGENSEN, ) ADMINISTRATOR, FEDERAL ) HIGHWAY ADMINISTRATION, ) MAINE DIVISION, and ) ) BRUCE VAN NOTE, ) COMMISSIONER, MAINE ) DEPARTMENT OF ) TRANSPORTATION, ) Defendants. )

ORDER ON MOTIONS FOR SUMMARY JUDGMENT ON THE ADMINISTRATIVE RECORD The Frank J. Wood Bridge (“the Bridge”) has connected Brunswick to Topsham since 1932. But keeping the Bridge in service much longer would require extensive

rehabilitation. Starting in 2015, the Maine Department of Transportation (“MDOT”) began consulting with the Federal Highway Administration (“FHWA”) to consider the Bridge’s future. Instead of rehabilitating the Bridge, MDOT has decided to build a new bridge and demolish the Frank J. Wood Bridge, and FHWA has approved of MDOT’s decision. Those decisions are under review in this case. The National Trust for Historic Preservation in the United States, Friends of the Frank J. Wood Bridge, Historic Bridge

Foundation, and Waterfront Maine, Brunswick, LLC (“Plaintiffs”) sued Defendants Pete Buttigieg, Secretary, U.S. Department of Transportation; Shailen Bhatt, Administrator, FHWA; Todd Jorgensen, Administrator, FHWA, Maine Division; and Bruce Van Note, Commissioner, MDOT (collectively “Defendants” or “Agencies”), seeking judicial review of the Agencies’ decision under the Administrative Procedures Act (“APA”). Plaintiffs

argue that the Agencies did not comply with the National Environmental Policy Act of 1969 (“NEPA”) and section 4(f) of the Department of Transportation Act. The matter is before the Court for final disposition on the parties’ motions for summary judgment on the administrative record. For the following reasons, Plaintiffs’ motion for summary judgment is DENIED and Defendants’ cross-motions for summary

judgment are GRANTED. BACKGROUND The Androscoggin River divides the municipalities of Brunswick and Topsham. While the river can be crossed in the east through a bypass route and the west through I- 295, the Frank J. Wood Bridge has served as an important vehicular and pedestrian connection because it carries U.S. Route 201 over the river, tying these communities

together. This 805-foot long, three-span, steel through-truss bridge is supported by concrete abutments at each end and two interstitial concrete piers. The Androscoggin Power Company constructed the Bridge in 1932 to carry interurban rail traffic, and it was subsequently resurfaced for vehicular traffic. Today, the Bridge is a contributing resource in the Brunswick and Topsham Industrial Historic District, which includes the historic Cabot Mill and Pejepscot Paper Company. The Bridge is also individually eligible for

listing in the National Register of Historic Places because of its historical and architectural significance. While the Bridge is a historical asset, it presents capacity and structural concerns. Nearly 19,000 vehicles cross the Bridge each day, posing challenges for bicyclists riding amid traffic and pedestrians coming to the bridge from the east side of the roadway who

must cross the highway to access the solitary pedestrian causeway on the west side. Following the collapse of a steel truss bridge in 2007 in Minneapolis, Minnesota, Maine Governor John Baldacci directed MDOT to review the safety of Maine’s bridges and take actions to mitigate safety concerns. That same year, MDOT issued a report, titled Keeping Our Bridges Safe, that identified forty-four fracture-critical bridges in Maine, including the

Frank J. Wood Bridge. See generally AR 2. These fracture-critical bridges lack redundant supporting components, so if a structural member failed, the bridge would likely collapse. Because of the historic Bridge’s age and fracture-critical status, more detailed biennial inspections are required. In 2015, MDOT launched the Frank J. Wood Bridge Improvement Project to address the Bridge’s capacity and structural issues and to improve mobility and safety for

pedestrians and bicyclists. A 2016 inspection of the Bridge concluded that it was structurally deficient and thus unable to support some legal vehicle weights. Therefore, MDOT placed weight limits on vehicles that may cross the Bridge. The Project assessed the feasibility of alternatives providing for rehabilitation or replacement. MDOT considered three alternatives in detail. Alternatives 3 and 4 involved rehabilitating the Bridge to extend its service life by 75 years. The only difference between these two

rehabilitation alternatives is that Alternative 4 included a new easterly sidewalk. By contrast, Alternative 2 entailed constructing a new steel girder bridge on a curved alignment upstream from the current Bridge. This new bridge is expected to last for 100 years and would include sidewalks and five-foot shoulders on each side to accommodate pedestrians and bicyclists. The Frank J. Wood Bridge would be demolished after the

replacement bridge was constructed. In its decision-making process, MDOT estimated the construction and maintenance costs of each alternative. MDOT principally relied upon using service-life costs rather than life-cycle costs. A structure’s service life is defined as the number of years that it can be part of the transportation system with maintenance and repair or rehabilitation before its

eventual replacement. Service-life costs represent the total cost to maintain a structure over its anticipated service life. Thus, a bridge’s service-life cost includes the costs of initial construction, maintenance, inspections, and expected future improvements. Costs are broken down into required annual costs (e.g., inspections and anticipated maintenance) as well as periodic items (e.g., bridge painting, deck replacements, and structural rehabilitation).

In contrast to service-life cost analysis, life-cycle cost analysis (“LCCA”), converts the estimated costs for each alternative over the defined life-cycle analysis period into current dollar equivalents, which is labeled as the present value. LCCA accounts for the estimated construction costs of a project, the discounted present value of anticipated future costs, and the estimated remaining value of a structure at the end of the analysis period. LCCA also accounts for differences in the design life between alternatives. Thus, LCCA

is helpful in identifying the most cost-effective solution and discourages decision-making based solely on the initial cost. For this reason, using LCCA to compare the present value costs of alternatives is “[t]he standard criterion for deciding whether a government program can be justified on economic principles.” OMB, Guidelines and Discount Rates for Benefit-Cost Analysis of Federal Programs, 1992 WL 12667340, at *3 (Oct. 29, 1992).

Although LCCA provides a standard to justify increased upfront expenditures to obtain long-term efficiencies, MDOT reasoned that service-life costs provided the more accurate comparison of the real costs in evaluating bridge improvement alternatives. In its analysis, MDOT used cost estimates from its 2016 Preliminary Design Report. See generally AR 7. Using service-life costs, MDOT concluded that replacing the Bridge

would cost $17.3 million over the new bridge’s 100-year life whereas rehabilitating the historic Bridge using Alternative 3—the cheaper of the two1 rehabilitation alternatives—

1 Alternative 4’s life-cycle costs are $38.2 million over 75 years.

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