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Horizontal Alignment

Horizontal Alignment. See: http://www.fhwa.dot.gov/environment/flex/ch05.htm (Chapter 5 from FHWA’s Flexibility in Highway Design). Horizontal Alignment. Design based on appropriate relationship between design speed and curvature and their interaction with side friction and superelevation

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Horizontal Alignment

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  1. Horizontal Alignment See: http://www.fhwa.dot.gov/environment/flex/ch05.htm (Chapter 5 from FHWA’s Flexibility in Highway Design)

  2. Horizontal Alignment • Design based on appropriate relationship between design speed and curvature and their interaction with side friction and superelevation • Along circular path, inertia causes the vehicle to attempt to continue in a straight line • Superelevation and friction between tire and roadway provides a force to offset the vehicle’s inertia; this force is directed toward the center of curvature (often called centrifugal or centripetal force)

  3. Horizontal Alignment • Tangents • Curves • Transitions Curves require superelevation (next lecture) Reason for super: banking of curve, retard sliding, allow more uniform speed, also allow use of smaller radii curves (less land)

  4. Radius Calculation Rmin = ___V2______ 15(e + f) Where: V = velocity (mph) e = superelevation f = friction (15 = gravity and unit conversion)

  5. Radius Calculation • Rmin related to max. f and max. e allowed • Rmin use max e and max f (defined by AASHTO, DOT, and graphed in Green Book) and design speed • f is a function of speed, roadway surface, weather condition, tire condition, and based on comfort – drivers brake, make sudden lane changes and changes within a lane when acceleration around a curve becomes “uncomfortable” • AASHTO: 0.5 @ 20 mph with new tires and wet pavement to 0.35 @ 60 mph • f decreases as speed increases (less tire/pavement contact)

  6. Max e • Controlled by 4 factors: • Climate conditions (amount of ice and snow) • Terrain (flat, rolling, mountainous) • Frequency of slow moving vehicles who might be influenced by high superelevation rates • Highest in common use = 10%, 12% with no ice and snow on low volume gravel-surfaced roads • 8% is logical maximum to minimized slipping by stopped vehicles

  7. Source: A Policy on Geometric Design of Highways and Streets (The Green Book). Washington, DC. American Association of State Highway and Transportation Officials, 2001 4th Ed.

  8. Radius Calculation (Example) Design radius example: assume a maximum e of 8% and design speed of 60 mph, what is the minimum radius? fmax = 0.12 (from Green Book) Rmin = _____602________________ 15(0.08 + 0.12) Rmin = 1200 feet

  9. Radius Calculation (Example) For emax = 4%? Rmin = _____602________________ 15(0.04 + 0.12) Rmin = 1,500 feet

  10. Curve Types • Simple curves with spirals • Broken Back – two curves same direction (avoid) • Compound curves: multiple curves connected directly together (use with caution) go from large radii to smaller radii and have R(large) < 1.5 R(small) • Reverse curves – two curves, opposite direction (require separation typically for superelevation attainment)

  11. Important Components of Simple Circular Curve See: ftp://165.206.203.34/design/dmanual/02a-01.pdf 1.     See handout 2.     PC, PI, PT, E, M, and  3.     L = 2()R()/360 4.     T = R tan (/2) Source: Iowa DOT Design Manual

  12. Sight Distance for Horizontal Curves • Location of object along chord length that blocks line of sight around the curve • m = R(1 – cos [28.65 S]) R Where: m = line of sight S = stopping sight distance R = radius

  13. Sight Distance Example A horizontal curve with R = 800 ft is part of a 2-lane highway with a posted speed limit of 35 mph. What is the minimum distance that a large billboard can be placed from the centerline of the inside lane of the curve without reducing required SSD? Assume p/r =2.5 and a = 11.2 ft/sec2 SSD = 1.47vt + _________v2____ 30(__a___ G) 32.2

  14. Sight Distance Example SSD = 1.47(35 mph)(2.5 sec) + _____(35 mph)2____ = 246 feet 30(__11.2___ 0) 32.2

  15. Sight Distance Example m = R(1 – cos [28.65 S]) R m = 800 (1 – cos [28.65 {246}]) = 9.43 feet 800 (in radians not degrees)

  16. Horizontal Curve Example • Deflection angle of a 4º curve is 55º25’, PC at station 238 + 44.75. Find length of curve,T, and station of PT. • D = 4º •  = 55º25’ = 55.417º • D = _5729.58_ R = _5729.58_ = 1,432.4 ft R 4

  17. Horizontal Curve Example • D = 4º •  = 55.417º • R = 1,432.4 ft • L = 2R = 2(1,432.4 ft)(55.417º) = 1385.42ft 360 360

  18. Horizontal Curve Example • D = 4º •  = 55.417º • R = 1,432.4 ft • L = 1385.42 ft • T = R tan  = 1,432.4 ft tan (55.417) = 752.30 ft 2 2

  19. Horizontal Curve Example Stationing goes around horizontal curve. What is station of PT? PC = 238 + 44.75 L = 1385.42 ft = 13 + 85.42 Station at PT = (238 + 44.75) + (13 + 85.42) = 252 + 30.17

  20. Suggested Steps on Horizontal Design • Select tangents, PIs, and general curves make sure you meet minimum radii • Select specific curve radii/spiral and calculate important points (see lab) using formula or table (those needed for design, plans, and lab requirements) • Station alignment (as curves are encountered) • Determine super and runoff for curves and put in table (see next lecture for def.) • Add information to plans

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