43-2A    Minimum Radii
(e_max = 8%, Open-Roadway Conditions)

43-2B    Minimum Radii
(Low-Speed Urban Streets [V 45/mph])

43-3A(1)  Minimum Radius, R, for Design Superelevation Rate, e, Design Speed, V_d, and
e_max = 4%

43-3A(2)  Minimum Radius, R, for Design Superelevation Rate, e, Design Speed, V_d, and
e_max = 6%

43-3A(3)  Minimum Radius, R, for Design Superelevation Rate, e, Design speed, V_d, and
e_max = 8%

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- (Adverse-)Crown Section
(Low-Speed Urban Streets)

43-3E    Relative Longitudinal Slopes
(Two-Lane Roadways)

43-3F    Portion of Superelevation Runoff on Tangent, %

43-3G    b_w 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)

43-3 J    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    Design Controls for Stopping Sight Distance on Horizontal Curve

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)