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Pages 210-212

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From page 210...
... 210 Chapter 10. Conclusions and Recommendations The following conclusions and recommendations have been developed in this research: 1.
From page 211...
... 211 • Four-leg stop-controlled intersections on high-speed urban and suburban arterials - MV total crashes - MV FI crashes - MV PDO crashes - SV total crashes - SV FI crashes - SV PDO crashes • Four-leg signalized intersections on high-speed urban and suburban arterials - MV total crashes - MV FI crashes - MV PDO crashes - SV total crashes - SV FI crashes - SV PDO crashes Five-Leg Intersections with Signal Control • Five-leg signalized intersections on urban and suburban arterials - MV total crashes - MV FI crashes - MV PDO crashes - SV total crashes - SV FI crashes - SV PDO crashes Three-Leg Intersections Where the Through Movement Makes a Turning Maneuver at the Intersection • Three-leg turning intersections on rural two-lane highways - Total crashes • Three-leg turning intersections on urban and suburban arterials - MV total crashes - MV FI crashes - MV PDO crashes - SV total crashes - SV PDO crashes Crossroad Ramp Terminals at Single-Point Diamond Interchanges • Crossroad ramp terminals at single-point diamond interchanges - FI crashes - PDO crashes
From page 212...
... 212 Crossroad Ramp Terminals at Tight Diamond Interchanges • Crossroad ramp terminals at tight diamond interchanges - FI crashes - PDO crashes Recommended draft text for inclusion in the second edition of the HSM is presented in Appendix A that incorporates the new crash prediction models for the intersection configurations and traffic control types developed as part of this research.

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