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Suggested Citation:"Chapter 7 - References." National Academies of Sciences, Engineering, and Medicine. 2011. Guidelines on the Use of Auxiliary Through Lanes at Signalized Intersections. Washington, DC: The National Academies Press. doi: 10.17226/14617.
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Page 67 7. REFERENCES 1. A Policy on Geometric Design of Highways and Streets . 5 th Ed . American Association of State Highway and Transportation Officia ls: Washington, D.C., 2004. 2. Highway Capacity Manual 2010 . Transportation Research Board of the National Academies : Washington, D.C., 20 11 . 3. Federal Highway Administration (FHWA). Manual on Uniform Traffic Control Devices . U.S. Department of Tr ansportation ( USDOT): Washington, D . C ., 2009. 4. Highway Safety Manual . American Association of State Highway and Transportation Officials : Washington, D.C., 2010. 5. Transit Capacity and Quality of Service Manual. Transportation Research Board of the National Academies: Washington, D.C., 2009. 6. Feldblum, E.G . “Alternative Merge Sign at Signalized Intersections.” Report No. CT - 2233 - F - 05 - 4 (Research Project: SPR - 2233) , prepared f or the Connecticut Department of Transportation Bureau of Engineering and Highway Operations Division of Research, July 2005. 7. Lee, J., J . E. Hummer, and N . M. Rouphail . “False Capacity for Lane Drops. ” Final report, prepared for the North Carolina Department of Transportation, FHWA/NC/2005-01, February 2005. 8. Hurley, J.W. “Utilization of Auxiliary Th rough Lanes at Signalized Intersections with Downstream Lane Reduction s .” In Transportation Research Record 1572 . Transportation Research Board, National Research Council: Washington, D.C., 1997 , pp. 167 – 173 . 9. Tarawneh, M.S. “Utilization of Auxiliary Throug h Lanes at Intersections of Four - Lane, Two - Way Roadways.” In Transportation Research Board : Journal of the Transportation Research Board , No. 1737 . Transportation Research Board , National Research Council: Washington, D.C., 2000 , pp. 26 – 33. 10. McCoy, P. T., and J.R. T obin. “Use of Additional Through Lanes at Signalized Intersections.” In Transportation Research Record 869 . Transportation Research Board, National Research Council: Washington, D.C., 1982 , p p. 1 – 5. 11. Leisch, J.E. “Capacity Analysis Techniques for Design of Signalized Intersections.” Public Roads , Vol. 34, No. 9, August 1967. 12. Surrogate Safety Assessment Model (SSAM) . Version 2.0 . Federal Highway Administration . Siemens ITS: 2004. 13. VISSIM . Version 5.30 - 02 . PTV America: Portland, Oregon , 2010.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 707: Guidelines on the Use of Auxiliary Through Lanes at Signalized Intersections provides guidelines to help in the justification, design, and analysis of auxiliary through lanes (ATLs) at signalized intersections.

ATLs are lanes for through movements that begin upstream of a signalized intersection and end downstream of the intersection. ATLs are potentially a moderate-cost approach to increase intersection and overall corridor capacity.

A report that describes the research related to the development of NCHRP Report 707 has been released as NCHRP Web-Only Document 178: Assessment of Auxiliary Through Lanes at Signalized Intersections.

A spreadsheet-based computational engine is also available online.

Spreadsheet Disclaimer - This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences or the Transportation Research Board (collectively “TRB’) be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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