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2000
EFFECTS OF INNOVATIVE PEDESTRIAN SIGNS AT UNSIGNALIZED LOCATIONS: THREE TREATMENTS

Transportation Research Record, Issue 1705, p. 43-52

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1999
PROPERTIES OF COWAN'S M3 HEADWAY DISTRIBUTION

Transportation Research Record, Issue 1678, p. 189-196

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1999
CAPACITY OF LIMITED-PRIORITY MERGE

Transportation Research Record, Issue 1678, p. 269-276

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1999
QUALITY OF SERVICE FOR INTERRUPTED-FLOW PEDESTRIAN FACILITIES IN "HIGHWAY CAPACITY MANUAL" 2000

Transportation Research Record, Issue 1678, p. 25-31

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1999
ACCIDENT PREDICTION MODELS FOR URBAN UNSIGNALIZED INTERSECTIONS IN BRITISH COLUMBIA

Transportation Research Record, Issue 1665, p. 93-99

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1999
IDENTIFYING GAPS IN CHILD PEDESTRIAN SAFETY: COMPARING WHAT CHILDREN DO WITH WHAT PARENTS TEACH

Transportation Research Record, Issue 1674, p. 32-40

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1998-01
DESIGN OF INTERSECTIONS ON DIVIDED HIGHWAYS

Transportation Research Circular, Issue E-C003, p. 29:1-14

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1998
PASSIVE PEDESTRIAN DETECTION AT UNSIGNALIZED CROSSINGS

Transportation Research Record, Issue 1636, p. 96-103

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1998
DEVELOPMENT OF SAFETY-BASED LEVEL-OF-SERVICE PARAMETERS FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS

Transportation Research Record, Issue 1635, p. 127-132

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1997-07
A DISCUSSION OF CORNER SIGHT DISTANCE REQUIREMENTS AT STOP-CONTROLLED INTERSECTIONS WITHIN NEW YORK CITY

Third International Symposium on Intersections Without Traffic Signals, p. 274-279

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1997-07
CURRENT CAPACITY PROCEDURES AND RESEARCH ON UNSIGNALIZED INTERSECTIONS IN POLAND

Third International Symposium on Intersections Without Traffic Signals, p. 280-285

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1997-07
COUNTRY REPORT - AUSTRALIA

Third International Symposium on Intersections Without Traffic Signals, p. 291-293

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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
EFFECTS OF VEHICULAR BEHAVIOR AT THE PRE-ACCIDENT STAGE ON DECISION-MAKING AT INTERSECTIONS WITHOUT SIGNALS

Third International Symposium on Intersections Without Traffic Signals, p. 303-309

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1997-07
CAPACITY OF SHARED/SHORT LANES AT UNSIGNALIZED INTERSECTIONS

Third International Symposium on Intersections Without Traffic Signals, p. 313-326

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1997-07
MEASURES OF EFFECTIVENESS FOR THE EVALUATION OF INTERSECTIONS

Third International Symposium on Intersections Without Traffic Signals, p. 141-145

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1997-07
A GAME THEORETICAL ANALYSIS OF INTERACTION BETWEEN MERGING AND THROUGH CARS AT ON-RAMPS

Third International Symposium on Intersections Without Traffic Signals, p. 146-150

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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
OMNIDIRECTIONAL VIDEO INSTRUMENTATION FOR UNSIGNALIZED INTERSECTIONS AND ROUNDABOUTS

Third International Symposium on Intersections Without Traffic Signals, p. 164-170

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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
DEVELOPMENT OF SIMULATION MODELS FOR THREE- AND FOUR-LEG AWSC INTERSECTIONS USING GPSS.

Third International Symposium on Intersections Without Traffic Signals, p. 178-190

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1997-07
CAPACITY STUDIES AND THEIR APPLICATIONS IN JAPAN

Third International Symposium on Intersections Without Traffic Signals, p. 191-196

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1997-07
CAPACITY ANALYSIS AND DESIGN PRACTICE FOR UNSIGNALIZED AT-GRADE INTERSECTIONS IN FINLAND

Third International Symposium on Intersections Without Traffic Signals, p. 197-205

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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
EXTENSIONS OF THEORETICAL CAPACITY MODELS TO ACCOUNT FOR SPECIAL EFFECTS OF TWO-STAGE GAP ACCEPTANCE; FLARED MINOR-STREET APPROACH; UPSTREAM SIGNALS; PEDESTRIAN CROSSINGS; AND DELAY TO MAJOR-STREET THROUGH VEHICLES

Third International Symposium on Intersections Without Traffic Signals, p. 217-229

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