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1

Rouphail, Nagui, and Brandon L. Nevers. Guidelines on the use of auxiliary through lanes at signalized intersections. Transportation Research Board, 2011.

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2

Balke, Kevin N. Operational and institutional agreements that facilitate regional traffic signal operations. Transportation Research Board, 2011.

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3

Center, Turner-Fairbank Highway Research, and Kittelson & Associates, eds. Signalized intersections: Informational guide. Federal Highway Administration, 2004.

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4

Parker, D. J. Large truck braking at signalized intersections. Research and Development Branch, Ministry of Transportation of Ontario, 1988.

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5

Srinivasan, Raghavan. Evaluation of safety strategies at signalized intersections. Transportation Research Board, 2011.

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6

Lord, Dominique. Pedestrian conflicts and left-turning traffic at signalized intersections. National Library of Canada, 1994.

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7

Guberinić, Slobodan. Optimal traffic control: Urban intersections. CRC Press, 2008.

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8

Martin, Peter T. Evaluation of advance warning signals on high speed signalized intersections. Mountain-Plains Consortium, 2003.

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9

McGee, Hugh W. Guidelines for Timing Yellow and All-Red Intervals at Signalized Intersections. TRANSPORTATION RESEARCH BOARD, 2012.

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10

Wolverton, Jereen J. Study of accidents at signalized intersections, phase I: Final report. The Dept., 1997.

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11

Guberinić, Slobodan. Optimal traffic control: Urban intersections. CRC Press, 2007.

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12

Hallmark, Shauna L. Impact of left-turn phasing on older and younger drivers at high-speed signalized intersections. Center for Transportation Research and Education, Iowa State University, 2004.

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13

Nihan, N. L. HOV improvements on signalized arterials in the Seattle area: Final report, Research Project GC8719, Task 17, HOV-- Signalized arterials. TransNow, Transportation Northwest, University Transportation Centers Program, Federal Region Ten, 1993.

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14

Guberinić, Slobodan. Optimal Traffic Control. Taylor and Francis, 2007.

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15

Messer, Carroll J. Traffic operations of basic actuated traffic control systems at diamond interchanges. Texas Transportation Institute, Texas A&M University System, 1985.

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16

Heinemann, Richard T. Evaluation of revised left turn signalization: Final report #FHWA-OR-RD-98-07. Oregon Dept. of Transportation, [Engineering Services Section], Research Unit, 1997.

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17

Chodur, Janusz. Funkcjonowanie skrzyżowań drogowych w warunkach zmienności ruchu. Wydawn. PK, 2007.

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18

Kweon, Young-Jun. Development of a safety evaluation procedure for identifying high-risk signalized intersections in the Virginia Department of Transportation's Northern Virginia district. Virginia Transportation Research Council, 2007.

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19

URS. I-29 corridor study (exit 73 through exit 77): Final report. URS, 2010.

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20

Brian, Ray. Guidelines for selection of speed reduction treatments at high-speed intersections. Transportation Research Board, 2008.

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21

Nihan, N. L. Predictive algorithm improvements for a real-time ramp control system: Final report, Research Project GC 8286, Task 16, Ramp Control Volume Forecast. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

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22

Williams, Kristine. Access management manual. Transportation Research Board of the National Academies, 2014.

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23

Larson, Larry. Method for prioritizing intersection improvements. Washington State Dept. of Transportation, Washington State Transportation Commission, Planning and Programming Service Center, in cooperation with the United States Dept. of Transportation, Federal Highway Administration, 1997.

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24

Bonneson, James A. Capacity and operational effects of midblock left-turn lanes. National Academy Press, 1997.

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25

Semmens, Marie C. ARCADY 2: An enhanced program to model capacities, queues and delays at roundabouts. Transport and Road Research Laboratory, 1985.

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26

Semmens, Marie C. ARCADY2: An enhanced program to model capacities, queues and delays at roundabouts. Traffic Systems Division, Traffic Engineering and Control Department, Transport and Road Research Laboratory, 1985.

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27

Semmens, Marie C. PICADY 2: An enhanced program to model capacities, queues and delays at major/minor priority junctions. Transport and Road Research Laboratory, 1985.

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28

Semmens, Marie C. PICADY2: An enhanced program to model capacities, queues and delays at major/minor priority junctions. Transport and Road Research Laboratory, Traffic Engineering and Control Dept., Traffic Systems Division, 1985.

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29

Semmens, Marie C. PICADY2: An enhanced program to model capacities, queues and delays at major/minor priority junctions. Traffic Systems Division, Traffic Engineering and Control Department, Transport and Road Research Laboratory, 1985.

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30

Taylor, Cynthia E. Simulation testing of a fuzzy neural ramp metering algorithm. Washington State Dept. of Transportation, 1995.

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31

Hallenbeck, Mark E. Evaluation of the effects of closing Interstate 5 lanes and ramps. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with United States Dept. of Transportation, Federal Highway Administration, 1986.

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32

Maryland. State Highway Administration. Project Planning Division. Environmental Planning Section. Draft section 4(f) evaluation: US 40 (South Philadelphia Boulevard) at MD 159 / MD 7 (Old Philadelphia Road) : Project no. HA348B21. Maryland State Highway Administration, Environmental Planning Division, 2013.

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33

Arnold, E. D. Ramp metering: A review of the literature. Virginia Transportation Research Council, 1998.

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34

Maze, T. H. Access management awareness program. Center for Transportation Research and Education, Iowa State University, 1997.

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35

S, Teply, Institute of Transportation Engineers. District 7, Canada., and Committee on Canadian Capacity Guide for Signalized Intersections., eds. Canadian capacity guide for signalized intersections. 2nd ed. ITE, District 7, 1995.

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36

R, Lakkundi Vijayendra, Virginia Transportation Research Council, Virginia. Dept. of Transportation., and United States. Federal Highway Administration., eds. Development of left-turn lane guidelines for signalized and unsignalized intersections. Virginia Transportation Research Council, 2004.

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37

Using existing loops at signalized intersections for traffic counts: An ITE informational report. Institute of Transportation Engineers, 2007.

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38

Engineers, Institute of Transportation, and ITE Traffic Engineering Council, eds. Using existing loops at signalized intersections for traffic counts: An ITE informational report. Institute of Transportation Engineers, 2007.

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39

Optimal Traffic Control: Urban Intersections. CRC, 2007.

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40

Center, Turner-Fairbank Highway Research, ed. Crash models for rural intersections: Four-lane by two-lane stop-controlled and two-lane by two-lane signalized. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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41

Crash models for rural intersections: Four-lane by two-lane stop-controlled and two-lane by two-lane signalized. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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42

Center, Turner-Fairbank Highway Research, ed. Crash models for rural intersections: Four-lane by two-lane stop-controlled and two-lane by two-lane signalized. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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43

(US), National Research Council. Access Management: Committee on Access Management. Transportation Research Board National Resear, 2003.

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44

T, Herlihy Edward, Wong Shui-Ying, United States. Federal Highway Administration., and VICOR Associates, eds. Traffic models overview handbook. U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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45

Pr, National Cooperative Highway Research. A Guidebook for Including Access Management in Transportation Planning. Transportation Research Board National Resear, 2005.

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