IHSDM intersection diagnostic review model knowledge base report
Carrier E. Kindler, United States. Federal Highway Administration. Office of Safety R&D., Turner-Fairbank Highway Research Center, Midwest Research Institute (Kansas City, Mo.), ITT Industries. Advanced Engineering & Sciences, CH2M Hill (Chicago, Ill.)
Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2002 - Reference - 180 pages
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AASHTO ADVISORY applies angle clear sight clearance closely spaced intersections crest vertical curve deceleration length Decision Sight Distance Design of Highways design-hour determine driver Equation Evaluation Procedure expert system Federal Highway Administration four-leg intersection Geometric Design Geometric Elements Involved grade Highway and Transportation Highways and Streets horizontal curve identiﬁed IHSDM input parameters intersection approach Intersection Sight Distance km/h knowledge base lane warrant leﬁ leﬁ-tum left-tum lane Leg A left Leg A+3 LEVEL 2 ADVISORY major road minor minor-road approach Model Output multileg intersection NCHRP Report 383 Policy on Geometric potential presented in Section queue Rear-end collision right-tum lane roadside sight obstructions roadway ﬁle sight triangle signalized intersection skewed intersection speciﬁed speed of trafﬁc SSD model stop sign stopping sight distance Streets Green Book Table taper length threshold values trafﬁc movement trafﬁc volume Transportation Ofﬁcials Transportation Research Board unsignalized intersections unstopped approach visibility distance waming yield sign