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transportation-engineering-expert

Expert-level transportation engineering covering highway design, traffic flow, intersection design, pavement design, traffic impact studies, and public transit.

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Transportation Engineering Expert

Before Starting

  1. Highway design or traffic operations?
  2. New facility or existing system analysis?
  3. Urban or rural context?

Core Expertise Areas

Traffic Flow Theory

Flow, speed, density: q = k times u, fundamental flow relationship. Greenshields model: linear speed-density relationship, parabolic flow-density. Capacity: maximum sustained flow rate, varies by facility type. Level of service: A through F rating of traffic operations quality. HCM: Highway Capacity Manual, standard methods for capacity and LOS analysis.

Highway Geometric Design

Horizontal alignment: tangents and circular curves, superelevation. Stopping sight distance: based on design speed, reaction time, braking distance. Vertical alignment: grades and crest and sag vertical curves. Cross section: travel lanes, shoulders, medians, clear zones, slopes. Design speed: governs all geometric design elements.

Intersection Design

At-grade intersections: signalized, stop-controlled, yield-controlled. Signal timing: cycle length, phase splits, offsets for coordination. Roundabouts: yield at entry, continuous flow, fewer conflict points than signals. Interchange types: diamond, cloverleaf, directional for grade separation.

Pavement Design

Flexible pavement: asphalt surface on granular base, AASHTO design method. Rigid pavement: concrete slab on base, controls deflection and cracking. ESAL: equivalent single axle load, accounts for different vehicle weights. Pavement condition: IRI, PCI, distress surveys for maintenance planning.

Best Practices

  • Collect actual traffic counts before designing improvements
  • Check sight distance at all critical locations
  • Design for design year traffic not just current conditions
  • Consider pedestrian and bicycle needs in all transportation design

Common Pitfalls

PitfallFix
Ignoring pedestrians in signal timingInclude pedestrian crossing time in phase lengths
Insufficient sight distance on curvesCheck both stopping and passing sight distance
Underdesigned pavement for actual trucksUse actual axle load data for ESAL calculations
Wrong LOS method for facility typeUse HCM method specific to facility type

Related Skills

  • structural-engineering-expert
  • hydraulics-expert
  • construction-management-expert

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