TECHNICAL PAPERS
May 25, 2011

Flagger Illumination during Nighttime Construction and Maintenance Operations

Publication: Journal of Construction Engineering and Management
Volume 138, Issue 2

Abstract

Ensuring the safety of flaggers, motorists, and workers is the primary consideration for flagging operations during nighttime construction and maintenance. A research study was conducted to evaluate four different types of light equipment—a light tower, 12 V spotlight, 12 V high-intensity discharge (HID) floodlight, and balloon lights—with regards to their level of illumination and uniformity over the flagging area and on the flagger’s body. For each type of equipment, three input variables—lamp output, offset angle, and luminaire height—were varied to create a total of 44 different light equipment configurations. Each configuration was evaluated in terms of illumination, uniformity, and visibility in an urban/suburban setting. The study revealed that a light tower with 2,000 W output, 0° offset angle, and raised to a height of 20 feet was the highest ranked type of equipment. However, when ease of use, mobility, and cost were added as output measures, a 12 V spotlight with 0° offset angle and raised to a height of 10 feet received the highest ranking. Smaller light systems are easy to operate and transport, inexpensive, and more applicable for short-term flagging operations and for operations that need to be relocated frequently. Highly ranked configurations were typically those at 0° offset with luminaires elevated to 10 feet or higher. Configurations with higher luminaire heights and lamp outputs from 250 to 2,000 W may perform better depending on the roadway setting, duration of flagging operation, and amount of artificial background lighting.

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Acknowledgments

This research was funded by the Oregon Department of Transportation (ORDOTODOT) and Federal Highway Administration (FHAFHWA). The researchers would like to thank ODOT and FHWA for their support, and the research participants for their time and contributions to the study.

References

Bryden, J. E., and Mace, D. J. (2002a). “A procedure for assessing and planning nighttime highway construction and maintenance.” National Cooperative Highway Research Program (NCHRP) Rep. 475, Transportation Research Board, National Research Council, Washington, DC.
Bryden, J. E., and Mace, D. J. (2002b). “Guidelines for design and operation of nighttime traffic control for highway maintenance and construction.” National Cooperative Highway Research Program (NCHRP) Rep. 476, Transportation Research Board, National Research Council, Washington, DC.
Ellis, R. D., and Amos, S. J. (1996). “Development of work zone lighting standards for nighttime highway work.” Transportation Research Record 1529, Transportation Research Board, Washington, DC, 35–42.
Federal Highway Administration (FHWA). (2009). “Manual on uniform traffic control devices (mutcd).” Federal Highway Administration (FHWA), U.S. Department of Transportation, Washington, DC.
Hanna, A. N. (1996). “Illumination guidelines for nighttime highway work.” National Cooperative Highway Research Program (NCHRP) Research Results Digest No. 216, Transportation Research Board, National Research Council, Washington, DC, 1–5.
Illuminating Engineering Society of North America (IESNA). (1991). “American national standard: industrial lighting.” ANSI/IES RP-7-1991, Illuminating Engineering Society of North America (IESNA), New York.
National Highway Traffic Safety Administration (NHTSA). (2009). “Fatality Analysis Reporting System (FARS) Encyclopedia.” National Highway Traffic Safety Administration, 〈http://www-fars.nhtsa.dot.gov/Main/index.aspx〉.
Oregon Department of Transportation (ODOT). (2006). “Oregon temporary traffic control handbook for operations of three days or less.” Oregon Department of Transportation, Salem, OR.

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Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 138Issue 2February 2012
Pages: 250 - 257

History

Received: Aug 12, 2010
Accepted: May 23, 2011
Published online: May 25, 2011
Published in print: Feb 1, 2012

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Authors

Affiliations

John A. Gambatese, M.ASCE [email protected]
Professor, School of Civil and Constr. Engrg., Oregon State Univ., Corvallis, OR 97331 (corresponding author). E-mail: [email protected]
Sathyanarayanan Rajendran, A.M.ASCE [email protected]
Assistant Professor/Program Coordinator, Industrial and Engineering Technology Dept., Central Washington Univ., Ellensburg, WA 98926; formerly, Construction Safety Specialist, Hoffman Construction Co., Portland, OR 97205. E-mail: [email protected]

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