Operational effects of continuous flow intersection geometrics

Transportation Research Record

Volumn , Issue 2348, 2013, Pages 1-11

  Carroll, Diego ^a   Lahusen, Derek ^b  

^a PARSONS BRINCKERHOFF   (United States)

^b AECOM   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

TRAFFIC SIGNALS;

CONTINUOUS FLOW INTERSECTIONS; DETERMINISTIC MODELING; GEOMETRIC DESIGN; GEOMETRIC LAYOUT; LEFT TURNS; LEFT-TURN TRAFFIC; OPERATIONAL EFFECTS; SIGNAL PHASE; TRAFFIC LANES; TRAFFIC OPERATION;

INTERSECTIONS;

EID: 84884646268     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2348-01     Document Type: Article

References (3)

1. Hughes, W., R. Jagannathan, D. Sengupta, and J. Hummer. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, U. S. Department of Transportation, 2010.
2. Goldblatt, R., F. Mier, and J. Friedman. Continuous Flow Intersections. ITE Journal, Vol. 64, pp. 35-42, 1994.
3. Maryland State Highway Administration. An Applied Technology and Traffic Analysis Program-Unconventional Arterial Intersection Design. Baltimore. a target="-blank" href='http://attap.umd.edu/UAID.phpUAIDType= 8&Submit=Submit&iFeature=1'http://attap.umd.edu/UAID.phpUAIDType= 8&Submit=Submit&iFeature=1/a