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Road Safety Audits (RSA)


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APPENDIX A
RSA CASE STUDIES

RSA NUMBER 10

YELLOWSTONE NATIONAL PARK:
RSA OF IMPROVEMENTS TO OLD FAITHFUL AREA

Project: replacement of existing interchange with new access
Planned Improvements:
  • replacement of existing “interstate-style” interchange with at-grade access
  • revisions to existing parking facilities and circulation
Project Environment:   urban   suburban x rural
Project Design Stage: x conceptual (0 to 30%)   preliminary (40 to 80%)   advanced (over 80%)
Project Cost:   < $100,000   $100,000 - $1,000,000 x >$1,000,000
Project Owner: National Park Service
Road Safety Audit
Date of RSA: 31 May to 2 June 2005
RSA Stage(s): x design stage x RSA of existing roads
RSA team: staff from Federal Highway Administration Resource Center, Federal Highway Administration Federal Lands, and Opus Hamilton

PROJECT BACKGROUND:

Yellowstone National Park, the world’s first national park and a designated World Heritage Site, accommodates about 3 million visitors every year. The Old Faithful area (FIGURES A.14 and A.15) is a popular destination within the Park, attracting about 85 percent of all Park visitors. Peak visitor months are July and August, when the Old Faithful road network accommodates an average daily traffic volume of about 6,000 vehicles.

At the time of the RSA, two planning-level concepts (FIGURE A.16) had been developed to replace the existing Old Faithful interchange, which provided the only public access to Old Faithful Road from the Grand Loop Road:

These two concepts were reviewed as part of the RSA. At the time of the RSA, these and other alternative concepts were still under development, and were subject to substantial changes pending completion of resource surveys and other data collection efforts.

The aerial photo shows the RSA road network near Old Faithful in Yellowstone National Park.

FIGURE A.14 RSA SITE (YELLOWSTONE NATIONAL PARK)

The photo shows Old Faithful Road inbound to the geyser: a two-lane road (in the inbound direction) with narrow paved shoulders. The photo shows the main parking area near Old Faithful geyser: a paved aisle with pull-in angle parking (fully occupied in the photograph) and a zebra crosswalk across the aisle.  Pedestrians are seen in the crosswalk and crossing outside of it.
Old Faithful Road part of main parking area near Old Faithful geyser

FIGURE A.15 VIEWS OF RSA SITE (YELLOWSTONE NATIONAL PARK)

KEY RSA FINDINGS AND SUGGESTIONS:

Since construction of the interchange replacement was expected to start no sooner than 2009, about four years after the RSA, the RSA also included a review of existing roads to identify low-cost countermeasures that could be implemented on an interim basis before the start of the planned improvements. The focus of the RSA was the existing Old Faithful Road between the Old Faithful interchange and the geyser site, including the geyser parking area, as shown in FIGURES A.14 and A.15. The key findings and suggestions of the RSA are summarized in TABLE A.12. In its response, the owner undertook to consider the RSA team’s observations in the final choice of design options for access to the Old Faithful area, and to incorporate the RSA team’s interim suggestions for pedestrian safety into planned improvements to the Old Faithful area.

The aerial photograph shows the location of two proposed roundabouts near Old Faithful Geyser. The aerial photograph shows a proposed one-way road network near the Old Faithful Geyser.
Option 2B Option 8A

FIGURE A.16 PROPOSED IMPROVEMENTS TO OLD FAITHFUL AREA

TABLE A.12 SUMMARY OF SELECTED SAFETY ISSUES AND SUGGESTIONS
YELLOWSTONE NATIONAL PARK RSA
SELECTED SAFETY ISSUE
(Number and Description)
RISK RATING SUGGESTIONS
RSA of Conceptual Plans
1 Issues Associated with Concept 2B:
  • driver unfamiliarity
  • two-lane roundabouts
  • mixing through and Old Faithful traffic streams
  • traffic volume spikes
  • large vehicles in roundabouts
  • possible limited sight distance
  • downhill approach
  • pedestrians and cyclists in roundabouts
B
  • signing
  • conservative design speed and design volume
  • single-lane roundabouts with right-side bypass lane
  • appropriate design vehicle
  • control of roadside vegetation
  • anti-skid pavement
2 Issues Associated with Concept 8/8A:
  • short weaving segments
  • mixing through and Old Faithful traffic streams
  • traffic volume spikes
  • possible limited sight distance
  • downhill approach
C
  • grade-separated ramps
  • conservative design volume
  • control of roadside vegetation
  • signing
  • anti-skid pavement
RSA of Existing Roads
3 Pedestrian Conflicts:
  • in parking area
  • at crosswalk on Grand Loop Road
D Parking Area:
  • curb extensions
  • parking restrictions
  • curb ramps
  • raised crosswalks
  • conversion of roadway to pedestrian zone

Grand Loop Road:

  • raised median
  • lighting
4 Conflicts in Old Faithful Loop Parking Area B
  • restrictions on large vehicle parking
  • removal of front-in angle parking stalls
5 Signing and Wayfinding:
  • driver guidance
  • pedestrian guidance
C Vehicle Signing:
  • formal review of signing

Pedestrian Signing:

  • signing for geyser viewing area and parking sub-areas
6 Old Faithful Interchange D Interim measures:
  • roadside barriers
  • crash attenuators
  • improved signing and pavement markings

Ultimate measure:

  • replacement of existing interchange (as planned)

KEY LESSONS LEARNED:

The RSA team and process may need to accommodate very specific demands and conditions. The Old Faithful area represented a challenging environment in which to plan and implement road improvements. Any proposed improvements were subject to environmental and historical constraints, including fragile hydrothermal features and a desire to stay within existing roadway footprints. At the same time, demands on the transportation infrastructure were considerable. The roadways had to accommodate high concentrations of visitors, which often mixed with wildlife using the roadway corridors. About 90 percent of Old Faithful vehicle traffic was composed of Park visitors, with the result that a large proportion of drivers were unfamiliar with the road network, and potentially were elderly retirees or were distracted by navigation demands. Traffic volumes varied widely, reflecting large seasonal variations and, on Old Faithful Road, substantial outbound peaks associated with a mass exodus following geyser eruptions. Similarly, within the Old Faithful visitor and parking area, conflicting pedestrian and vehicle traffic both peaked following the regular geyser eruptions. These factors, which were unique to the Park roadway environment, resulted in specific demands and constraints, particularly regarding suggested mitigation measures.

See also the discussion of “Key Factors for Success” and “Lessons Learned” in the main text.

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