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1

Brilon, Werner, ed. Intersections without Traffic Signals. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83373-1.

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2

Brilon, Werner, ed. Intersections without Traffic Signals II. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84537-6.

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3

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

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4

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

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5

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

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6

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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7

Massachusetts. Metropolitan Area Planning Council. Traffic study: Grove & Columbian Streets in Braintree. Metropolitan Area Planning Council, [1985], 1985.

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8

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

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9

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

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10

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

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11

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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12

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

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13

Massachusetts. Metropolitan Area Planning Council. Hopkinton intersection analysis. The Council, 1987.

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14

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

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15

Tanaka, Tom Urbanik and Alison. Traffic Signal Preemption at Intersections Near Highwayâ€"Rail Grade Crossings. Transportation Research Board, 2017. http://dx.doi.org/10.17226/24769.

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16

Vincent, R. A. 'MOVA': Traffic responsive, self-optimising signal control for isolated intersections. Transport and Road Research Laboratory, 1988.

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17

Vincent, R. A. 'Mova': Traffic responsive, self-optimising signal control for isolated intersections. Transport and Road Research Laboratory, Traffic Group, Traffic Management Division, 1988.

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18

Cade, Braud, United States. Federal Highway Administration. Office of Operations, Dunn Engineering Associates, and Kittelson & Associates, eds. Traffic signal operations and maintenance staffing guidelines. U.S. Dept. of Transportation, Federal Highway Administration, Office of Operations, 2009.

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19

Khattak, Aemal J. Intersection safety. Mid-America Transportation Center, University of Lincoln-Nebraska, 2006.

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20

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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21

G, Bared Joe, Turner-Fairbank Highway Research Center, and Pragmatics Inc, eds. Accident models for two-lane rural roads: Segments and intersections. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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22

G, Bared Joe, Turner-Fairbank Highway Research Center, and Pragmatics Inc, eds. Accident models for two-lane rural roads: Segments and intersections. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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23

G, Bared Joe, Turner-Fairbank Highway Research Center, and Pragmatics Inc, eds. Accident models for two-lane rural roads: Segments and intersections. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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24

G, Bared Joe, Turner-Fairbank Highway Research Center, and Pragmatics Inc, eds. Accident models for two-lane rural roads: Segments and intersections. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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25

Garber, Nicholas J. Comparison of the operational and safety characteristics of the single point urban and diamond interchanges. Virginia Transportation Research Council, 1996.

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26

Naim, Wassim G. Analysis of crossing path crashes. National Highway Traffic Safety Administration, 2001.

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27

Rao, D. Panduranga. Urban road safety. Inter-India Publications, 1997.

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28

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

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29

Meyers, Catherine E. Metrowest speed and delay study: For the Metrowest Growth Management Committee. Metropolitan Area Planning Council, 1986.

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30

Massachusetts. Metropolitan Area Planning Council. Metrowest speed and delay study: Update. Metropolitan Area Planning Council, 1988.

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31

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

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32

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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33

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

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34

United States. Federal Highway Administration., ed. National agenda for intersection safety. U.S. Dept. of Transportation, Federal Highway Administration, 2003.

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35

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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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

Kay, Fitzpatrick, United States. Federal Transit Administration., United States. Federal Highway Administration., et al., eds. Improving pedestrian safety at unsignalized crossings. Transportation Research Board, 2006.

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38

McGee, H. W. Guidelines for converting stop to yield control at intersections. Transportation Research Board, National Research Council, 1989.

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39

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

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40

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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41

Gluck, Jerome S. Impacts of access management techniques. National Academy Press, 1999.

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42

Ole, Bach, and Jørgensen Else, eds. Signaler og ulykker: Effekt af ombygninger. Sekretariatet for sikkerhedsfremmende vejforanstaltninger, 1986.

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43

Johnson, Randal S. Pedestrian safety impacts of curb extensions: A case study. Oregon Dept. of Transportation, Research Unit, 2005.

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44

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

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45

Denney, Richard W. Signal timing under saturated conditions. U.S. Dept. of Transportation, Federal Highway Administration, Office of Operations, 2008.

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46

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

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47

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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48

Illinois State Police. District Ten. Operation Blindside. [Illinois State Police], 1998.

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49

Transportation, Montana Dept of. Finding of no significant impact on the environmental assessment for project no. CM 0002(105) Brooks/South/Russell Intersection Project, City of Missoula, P.M.S. control no. 2418. The Dept., 1998.

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50

Bauer, K. M. Statistical models of accidents on interchange ramps and speed-change lanes. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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