43-2A Minimum Radii (emax=8%, Open-Roadway Conditions)
43-2B Minimum Radii (Low-Speed Urban Streets (V  70 km/h))
43-3A (figure deleted)
43-3A1 Rate of Superelevation and Length of Superelevation Runoff (Rural Highways and High-Speed Urban Highways)(emax=4%)
43-3A2 Rate of Superelevation and Length of Superelevation Runoff (Rural Highways and High-Speed Urban Highways)(emax=6%)
43-3A3 Rate of Superelevation and Length of Superelevation Runoff (Rural Highways and High-Speed Urban Highways)(emax=8%)
43-3A4 (figure deleted)
43-3A5 (figure deleted)
43-3B Curve Radii for Normal Crown Section and Remove Crown Sections (Open-Roadway Conditions)
43-3C Superelevation Rates (Low-Speed Urban Streets)
43-3D Curve Radii for Normal Crown Section and Remove Crown Section (Low-Speed Urban Streets)
43-3E Relative Longitudinal Slopes (Two-Lane Roadways)
43-3F Portion of Superelevation Runoff on Tangent, %
43-3G bw Values (Superelevation Runoff Lengths, Multilane Highways)
43-3H Superelevation Development (Two-Lane Roadways)
43-3 I Superelevation Development (Four-Lane Divided, No Future Third Lane)
43-3J Superelevation Development (Six-Lane (or more) Divided) (Four-Lane Divided with Future Additional Lanes)
43-3K Superelevation Development (With Concrete Median Barrier)
43-3L Superelevation Runoff Lengths (Low-Speed Urban Streets, Two-Lane Roadways)
43-3M Paved Shoulder Cross Slopes, Superelevated Section, With Underdrains
43-3N Paved Shoulder Cross Slopes, Superelevated Section, Without Underdrains
43-4A Sight Distance at Horizontal Curves (Minimum SSD)
43-4B (figure deleted)
43-4C Sight Clearance Requirements for Horizontal Curves
43-6A Mathematical Details for Horizontal Curves
43-6B Basic Trigonometric Functions
43-6C Simple Curve Computation
43-6D Curve Symbols, Abbreviations and Formulas
43-6E Simple Curve Computation (Example)
43-6F Simple Curves (Stationing)