Spence v. United States

629 F. Supp. 2d 1068, 2009 U.S. Dist. LEXIS 29202, 2009 WL 961509
CourtDistrict Court, E.D. California
DecidedApril 8, 2009
DocketCase CV F 07-0676 LJO DLB
StatusPublished

This text of 629 F. Supp. 2d 1068 (Spence v. United States) is published on Counsel Stack Legal Research, covering District Court, E.D. California primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Spence v. United States, 629 F. Supp. 2d 1068, 2009 U.S. Dist. LEXIS 29202, 2009 WL 961509 (E.D. Cal. 2009).

Opinion

SUMMARY JUDGMENT DECISION

LAWRENCE J. O’NEILL, District Judge.

INTRODUCTION

Defendant United States of America (“Government”) seeks summary judgment on plaintiff Jeanine Spence’s (“Ms. Spence’s”) negligence and premise liability claims arising from her bicycle fall at a military training facility during a cycling event. The Government seeks to bar Ms. Spence’s claims pursuant to her written release, California recreational use immunity, and the doctrine of primary assumption of risk. Ms. Spence responds that disputed issues of material fact bar summary judgment and that the Government advances inapplicable legal theories. This Court considered the Government’s summary judgment motion on the record 1 and VACATES the April 13, 2009 hearing, pursuant to Local Rule 78-230(h). For the reasons discussed below, this Court GRANTS the Government summary judgment.

BACKGROUND

Summary

On May 14, 2005, Ms. Spence bicycled in the Central Coast Double Century (“CCDC”), a difficult 210-mile recreational bicycling challenge which passes through Fort Hunter Liggett (“FHL”), a Government military training facility in Monterey County. Her bicycle’s front wheel fell into a gap in FHL’s Nacimiento Bridge, a steel bridge, and Ms. Spence fell over the handlebars and suffered facial and dental injuries. Pursuant to the Federal Tort Claims Act (“FTCA”), 28 U.S.C. §§ 2671-2680, Ms. Spence pursues personal injury claims against the Government under theories of negligence, premises liability and negligent inspection.

The CCDC

The CCDC is a grueling one-day recreational ride with more than 13,800 feet of climbing. It starts in Paso Robles, proceeds north on the Pacific Coast Highway, and loops through FHL before returning to Paso Robles. The CCDC is not a race, but rather, using Ms. Spence’s words, is “an endurance challenge for cyclists to cycle a long distance over changing terrain on public roads. The challenge is in completing the course .... ” In the annual CCDC, 125-160 cyclists participate. Brian Stark (“Mr. Stark”), an experienced cyclist, has organized the CCDC since its 1995 inception and selects the CCDC course, including the portion through FHL. Neither CCDC cyclists nor Mr. *1073 Stark paid an admission fee to enter or use FHL roads although Mr. Stark was required to pay a fee for cyclists to use a FHL picnic area.

The FHL And Nacimiento Bridge Improvements

FHL comprises 165,000 acres in southern Monterey County and is used for Army Reserve training and general public recreation. Public admission to FHL is free.

The Nacimiento-Fergusson Road leads to the Nacimiento Bridge, where Ms. Spence fell. The Nacimiento-Fergusson Road connects California Highway 101 'and the Pacific Coast Highway and is used by civilians and military personnel to commute to work and for recreation.

The Nacimiento Bridge is 256 feet long and 18 feet wide with a deck of plates of open, fitted grating. In 1979, the Nacimiento Bridge was improved, including an extension surfaced with three steel grate plates with what the Government describes as “narrow” gaps between the plates. Ms. Spence describes the “new bridge approach” as “four steel grated panels approximately 10 feet long abutting the edge of the existing wood bridge deck on one end and the roadbed on the other.” The Government characterizes the Nacimiento Bridge’s steel grate surface as a “hazard ... readily apparent to any cyclist just by seeing the bridge and causes cyclists to be even more vigilant.” Ms. Spence notes that the gaps run longitudinally between the plates and range in width from 3/8 inch to 1 inches.

Todd Goolkasian (“Mr. Goolkasian”), Ms. Spence’s expert structural and civil engineer, notes in this declaration that after the bridge approach was rebuilt, plans were drawn to replace the Nacimiento Bridge’s wood deck with galvanized steel grating. According to Mr. Goolkasian, panels were to be placed with no gaps between them either parallel to the flow of traffic or perpendicular to it. Mr. Goolkasian notes that the bridge was finished with gaps in its approach but not in its remaining section. Mr. Goolkasian opines that repairs to the bridge approach to correct the gaps should have been taken but were not. Mr. Goolkasian construes gaps wider than $ inch as non-compliant with “laws, regulations, and industry standards” 2 and “government policies to encourage bicycle transportation and to foster bicycle safety.” 3

Nacimiento Bridge Inspection

Pursuant to 23 C.F.R. § 650.311, the Nacimiento Bridge is subject to no less than biannual inspection. Mr. Goolkasian notes that such inspection requires a check for defects in a bridge’s deck and approach.

The FHWA inspected the Nacimiento Bridge on June 24, 2004. Ms. Spence attributes Mr. Goolkasian to opine that a proper bridge inspection would have revealed gaps in the bridge approach which *1074 did not conform with design drawings and did not comply with legal and regulatory requirements, industry standards, and government policies. 4 FHWA Lead Structural Engineer for the Bridge Inspection Office Marcus Miller (“Mr. Miller”) rebuts such points in his declaration and notes the inspection’s aim is “to ascertain the condition of the bridge and its safety for highway and military motor vehicle traffic. The gaps in the approach span did not constitute a defect in terms of the motor vehicle traffic this bridge was designed to carry.”

Pre-CCDC Marking Of The Nacimiento Bridge Approach

As he had with prior CCDCs, on the day prior to the 2005 CCDC, Mr. Stark marked the asphalt leading to the Nacimiento Bride gaps with bright fluorescent orange paint. In his declaration, Mr. Stark states that “marking of potential road hazards with paint is a typical method employed by organized cycling events and cyclists to warn of potential hazards.” Mr. Stark expected CCDC cyclists to be able to detect the gaps’ potential hazard.

In his declaration, Mr. Stark characterized potential hazard from the gaps in the Nacimiento Bridge as “highly improbable” given “the bright fluorescent markings, the narrowness of the gaps in comparison to the rest of the bridge surface, the fact that the gaps were obvious and the typical vigilance of cyclists.” Mr. Stark never filed a complaint with FHL about the gaps, which he likens to “other potential road hazards such as breaks in the road surface, an irregular surface, debris, moisture and potholes.”

Mr. Goolkasian opines there was “no adequate or appropriate signage to warn cyclists of the hazard.” Mr. Miller responds that in Nacimiento Bridge’s absence of a designated bicycle lane/pathway, “no signage requirement for such traffic would apply.” Ms. Spence notes that she could not see the bridge surface prior to coming on to it.

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Bluebook (online)
629 F. Supp. 2d 1068, 2009 U.S. Dist. LEXIS 29202, 2009 WL 961509, Counsel Stack Legal Research, https://law.counselstack.com/opinion/spence-v-united-states-caed-2009.