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2005
Capacity at Intersections Without Traffic Signals

Transportation Research Record: Journal of the Transportation Research Board, Issue 1920, pp 32-40

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2005
Observations of Driver Time Gap Acceptance at Intersections in Left-Turn Across-Path--Opposite-Direction Scenarios

Transportation Research Record: Journal of the Transportation Research Board, Issue 1910, pp 10-19

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2005
Intelligent Transportation Systems and Vehicle-Highway Automation 2005

Transportation Research Record: Journal of the Transportation Research Board, Issue 1910, 124p

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2004
FIELD STUDY OF GAP ACCEPTANCE BY LEFT-TURNING DRIVERS

Transportation Research Record, Issue 1899, p. 71-75

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2004
2003
TWO-STAGE GAP ACCEPTANCE: SOME CLARIFICATIONS

Transportation Research Record, Issue 1852, p. 26-31

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2003
COMPARISON OF CAPACITY MODELS FOR TWO-LANE ROUNDABOUTS

Transportation Research Record, Issue 1852, p. 114-123

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2003
PROBLEM DRIVING MANEUVERS OF ELDERLY DRIVERS

Transportation Research Record, Issue 1843, p. 89-95

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2001-01
OBJECTIVES OF ADVANCED DRIVER EDUCATION

Transportation Research Circular, Issue E-C024, p. 31-33

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2001
2001
OPERATIONAL EVALUATION OF FREEWAY RAMP DESIGN

Transportation Research Record, Issue 1751, p. 90-100

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2000-06
PROBABILISTIC MODELS FOR PEDESTRIAN CAPACITY AND DELAY AT ROUNDABOUTS

Transportation Research Circular, Issue E-C018, p. 459-470

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2000
1999
1998
1997-07
LIMITED PRIORITY MERGE AT UNSIGNALIZED INTERSECTIONS

Third International Symposium on Intersections Without Traffic Signals, p. 294-302

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1997-07
AN ALTERNATIVE PROCEDURE FOR ESTIMATING GAP ACCEPTANCE PARAMETERS BASED ON AGGREGATE FLOW DATA

Third International Symposium on Intersections Without Traffic Signals, p. 158-163

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1997-07
CAPACITY AND LEVEL OF SERVICE OF UNSIGNALIZED INTERSECTIONS: NEW PRACTICES IN THE UNITED STATES

Third International Symposium on Intersections Without Traffic Signals, p. 171-177

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1997-07
SIMULATION AND CAPACITY CALCULATION OF INTERSECTIONS WITHOUT TRAFFIC SIGNALS - A DISCUSSION AND A ROUNDABOUT CASE STUDY

Third International Symposium on Intersections Without Traffic Signals, p. 208-216

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1997-07
IMPLEMENTING THE MAXIMUM LIKELIHOOD METHODOLOGY TO MEASURE DRIVER'S CRITICAL GAP

Third International Symposium on Intersections Without Traffic Signals, p. 268-273

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1997-07
ANALYSIS OF ROUNDABOUT PERFORMANCE BY MODELING APPROACH-FLOW INTERACTIONS

Third International Symposium on Intersections Without Traffic Signals, p. 15-25

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1997-07
ROUNDABOUTS - CURRENT SWEDISH PRACTICE AND RESEARCH

Third International Symposium on Intersections Without Traffic Signals, p. 36-44

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1997-07
USEFUL ESTIMATION PROCEDURES FOR CRITICAL GAPS

Third International Symposium on Intersections Without Traffic Signals, p. 71-87

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