Peak hour factor - PowerPoint PPT Presentation

Design Speed and Design Traffic Concepts

Design Speed and Design Traffic Concepts. CE 453 Lecture 11. Objectives. Get familiar with design speeds for functional classes Describe traffic demand and determine for roadway design Define ADT, AADT, DHV, D, DDHV, K-Factor, and T. Posted speed = speed limit

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Chapter 5: Traffic Stream Characteristics

Chapter 5: Traffic Stream Characteristics. Chapter objectives: By the end of this chapter the student will be able to:. Explain the difference between uninterrupted flow and interrupted flow Explain the three principal traffic-stream parameters and how to obtain them

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Problem 3: Shenendehowa Campus

Problem 3: Shenendehowa Campus. To examine (1) PHF, (2) heavy vehicles &amp; (3) impact dilution. 3a: AM &amp; PM Peak Hour - Existing Conditions 3b: PM Peak Hour - With Conditions. Characteristics of Moe Road Intersection Signalized &amp; fully actuated 2 lanes EB (left-through &amp; exclusive right)

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240 views • 12 slides

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