Enhanced Night Visibility Series, Volume XI: Phase II—Cost-Benefit Analysis
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U.S. Department of Transportation
Federal Highway Administration
Research, Development, and Technology
Turner-Fairbank Highway Research Center
6300 Georgetown Pike
McLean, VA 22101-2296
FOREWORD
The overall goal of the Federal Highway Administration’s (FHWA) Visibility Research Program is to enhance the safety of road users through near-term improvements of the visibility on and along the roadway. The program also promotes the advancement of new practices and technologies to improve visibility on a cost-effective basis.
The following document provides a cost-benefit analysis of the various technologies evaluated in the Enhanced Night Visibility (ENV) project. The ENV project provided a comprehensive evaluation of evolving and proposed headlamp technologies in various weather conditions. The individual studies within the overall project are documented in an 18-volume series of FHWA reports, of which this is Volume XI. It is anticipated that the reader will select those volumes that provide information of specific interest.
This report will be of interest to headlamp designers, automobile manufacturers and consumers, third-party headlamp manufacturers, human factors engineers, and those involved in headlamp and roadway specifications.
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Michael F. Trentacoste Director, Office of Safety Research and Development |
Notice
This document is disseminated under the sponsorship of the
U.S. Department of Transportation in the interest of information exchange. The
U.S. Government assumes no liability for the use of the information contained in this document.
The
U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers' names appear in this report only because they are considered essential to the objective of the document.
Quality Assurance Statement
The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement.
Technical Report Documentation Page
1. Report No. FHWA-HRT-04-142 |
2. Government Accession No. |
3. Recipient’s Catalog No. |
4. Title and Subtitle Enhanced Night Visibility Series, Volume XI:
Phase II—Cost-Benefit Analysis
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5. Report Date December 2005 |
6. Performing Organization Code
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7. Author(s)
James S. Gillespie |
8. Performing Organization Report No. |
9. Performing Organization Name and Address
Virginia Tech Transportation Institute
3500 Transportation Research Plaza
Blacksburg, VA 24061 |
10. Work Unit No.
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11. Contract or Grant No.
DTFH61-98-C-00049 |
12. Sponsoring Agency
Name and Address
Office of Safety Research and Development
Federal Highway Administration
6300 Georgetown Pike
McLean, VA 22101-2296
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13. Type of Report and Period Covered
Final Report |
14. Sponsoring Agency Code HRDS-05 |
15. Supplementary Notes
Contracting Officer’s Technical Representative (COTR): Carl Andersen, HRDS-05
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16. Abstract
This volume of the Enhanced Night Visibility project is a cost-benefit analysis of the vision enhancement system (VES) and roadway marking technologies evaluated in the Phase II experiments of the Enhanced Night Visibility project. The cost-benefit analysis indicates that neither the ultraviolet-A (UV–A) headlamp nor the fluorescent pavement marking technologies are fully developed for implementation. Under the conditions simulated in the Virginia Smart Road tests, most of the combinations of experimental VESs and experimental marking materials show no net improvement in sight distance in comparison to the combination of halogen (i.e., tungsten-halogen) low-beam headlamps and a nonfluorescent pavement marking.
The best-performing VES configurations were the halogen low beam (HLB) and five UV–A + HLB. HLB serves as the benchmark, with both its estimated crash reduction benefit and its incremental cost defined to be zero. The slight overall benefit of five UV–A + HLB over HLB would lead to a positive crash savings, but its cost of implementation would result in a cost-benefit ratio of 0.001 and in negative net benefits of less than zero.
Among the pavement markings tested, the fluorescent paint generally performed worse than the fluorescent thermoplastic. Neither of the tested fluorescent pavement markings is forecast to generate positive benefits in comparison with the performance of the nonfluorescent pavement marking.
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17. Key Words
Crash, Automobile, Benefit, Cost, Cost-Benefit Model, Detection, Fluorescent, Halogen, Headlamp, Night Vision, Nighttime, Road Marking, Ultraviolet, Visibility, Vision Enhancement System |
18. Distribution Statement
No restrictions. This document is available to the public through the National Technical Information Service, Springfield, VA 22161.
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19. Security Classif. (of this report)
Unclassified
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20. Security Classif. (of this page)
Unclassified
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21. No. of Pages 52 |
22. Price |
Form DOT F 1700.7 (8-72) Reproduction of completed page authorized
ENHANCED NIGHT VISIBILITY PROJECT REPORT SERIES
This volume is the 11th of 18 volumes in this research report series. Each volume is a different study or summary, and any reference to a report volume in this series will be referenced in the text as “ENV Volume I,” “ENV Volume II,” and so forth. A list of the report volumes follows:
Volume |
Title |
Report Number |
I |
Enhanced Night Visibility Series: Executive Summary |
FHWA-HRT-04-132 |
II |
Enhanced Night Visibility Series: Overview of Phase I and Development of Phase II Experimental Plan |
FHWA-HRT-04-133 |
III |
Enhanced Night Visibility Series: Phase II—Study 1: Visual Performance During Nighttime Driving in Clear Weather |
FHWA-HRT-04-134 |
IV |
Enhanced Night Visibility Series: Phase II—Study 2: Visual Performance During Nighttime Driving in Rain |
FHWA-HRT-04-135 |
V |
Enhanced Night Visibility Series: Phase II—Study 3: Visual Performance During Nighttime Driving in Snow |
FHWA-HRT-04-136 |
VI |
Enhanced Night Visibility Series: Phase II—Study 4: Visual Performance During Nighttime Driving in Fog |
FHWA-HRT-04-137 |
VII |
Enhanced Night Visibility Series: Phase II—Study 5: Evaluation of Discomfort Glare During Nighttime Driving in Clear Weather |
FHWA-HRT-04-138 |
VIII |
Enhanced Night Visibility Series: Phase II—Study 6: Detection of Pavement Markings During Nighttime Driving in Clear Weather |
FHWA-HRT-04-139 |
IX |
Enhanced Night Visibility Series: Phase II—Characterization of Experimental Objects |
FHWA-HRT-04-140 |
X |
Enhanced Night Visibility Series: Phase II—Visual Performance Simulation Software for Objects and Traffic Control Devices |
FHWA-HRT-04-141 |
XI |
Enhanced Night Visibility Series: Phase II—Cost-Benefit Analysis |
FHWA-HRT-04-142 |
XII |
Enhanced Night Visibility Series: Overview of Phase II and Development of Phase III Experimental Plan |
FHWA-HRT-04-143 |
XIII |
Enhanced Night Visibility Series: Phase III—Study 1: Comparison of Near Infrared, Far Infrared, High Intensity Discharge, and Halogen Headlamps on Object Detection in Nighttime Clear Weather |
FHWA-HRT-04-144 |
XIV |
Enhanced Night Visibility Series: Phase III—Study 2: Comparison of Near Infrared, Far Infrared, and Halogen Headlamps on Object Detection in Nighttime Rain |
FHWA-HRT-04-145 |
XV |
Enhanced Night Visibility Series: Phase III—Study 3: Influence of Beam Characteristics on Discomfort and Disability Glare |
FHWA-HRT-04-146 |
XVI |
Enhanced Night Visibility Series: Phase III—Characterization of Experimental Objects |
FHWA-HRT-04-147 |
XVII |
Enhanced Night Visibility Series: Phases II and III— Characterization of Experimental Vision Enhancement Systems |
FHWA-HRT-04-148 |
XVIII |
Enhanced Night Visibility Series: Overview of Phase III |
FHWA-HRT-04-149 |
TABLE OF CONTENTS
CHAPTER 1—SUMMARY
CHAPTER 2—LITERATURE REVIEW AND METHODOLOGY
CHAPTER 3—COST ESTIMATION
CHAPTER 4—BENEFIT ESTIMATION
CHAPTER 5—FINDINGS AND CONCLUSIONS
REFERENCES
LIST OF FIGURES
- Equation. Stopping distance model.
- Equation. Crash modification factor.
- Equation. Cost computation.
- Line graph. Motor vehicle registrations 1990 through 1998.
- Line graph. Centerline miles for highways from 1990 through 1998.
- Line graph. Lane miles of rural highway 1990 through 1998.
- Bar graph. Number of crashes, 1992 through 2001, by light condition.
- Bar graph. Number of crashes, 1992 through 2001, by weather condition.
- Line graph. GES estimates versus regression estimates of crashes, 1992 through 2001.
- Bar graph. Estimated number of people involved in crashes, 1999 through 2001, by critical event and severity of injury.
- Bar graph. Estimated number of people injured in crashes, 1999 through 2001, by critical event and severity of injury.
- Bar graph. Estimated number of vehicles involved in crashes, 1999 through 2001, by critical event and severity of damage.
- Bar graph. Estimated annual crash costs, 1999 through 2001, by critical event.
LIST OF TABLES
- The relationship between sight distance and crash rate.
- Estimated service lives of pavement marking materials and delineator posts.
- Unit costs of fluorescent thermoplastic.
- Unit costs of fluorescent paint.
- Unit costs of fluorescent glass beads.
- Unit costs of fluorescent delineator.
- Unit costs of polyurea binder.
- Unit costs of conventional thermoplastic.
- Unit costs of conventional paint.
- Unit costs of conventional glass beads.
- Unit costs of standard delineator.
- Crash casualty costs: injury.
- Crash casualty costs: damage.
- Incremental cost of VESs using HLB benchmark.
- Incremental cost of pavement marking systems with nonfluorescent paint baseline.
- Annualized incremental costs of each possible VES/pavement marking combination.
- Estimated average annual crash costs 1999 to 2001 by critical event and light condition.
- Break-even reduction in unlighted night crash costs for VES/pavement marking combinations.
- Break-even percentage reduction in unlighted night, dawn, and dusk crash costs for VES/pavement marking combinations.
- Incremental cost of VESs using HLB and conventional paint markings benchmark.
- Incremental cost of pavement marking systems using nonfluorescent paint benchmark.
- Incremental present discounted costs of possible VES/pavement marking combinations over 20-year implementation.
LIST OF ACRONYMS AND ABBREVIATIONS
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