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Concrete Pavement Design for Roads, Streets, Sidewalks, and Storage Areas

Engineer's, here is our online continuing education course material from the Department of Defense (DOD). You will earn 9 PDH continuing education training hour upon conclusion of the CEU Leaf quiz.

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Excerpts:

This PDH course material for professional engineers provides criteria for plain concrete, reinforced concrete, flexible pavements, and design for seasonal frost conditions. These criteria include subgrade and base requirements, thickness designs, and compaction requirements, criteria for stabilized layers, concrete pavement joint details, and overlays.

The prime factor influenc- ing the structural design of a pavement is the load- carrying capacity required. The thickness of pavement necessary to provide the desired load- carrying capacity is a function of several factors.

Engineer Learning Objectives:

  • Understanding of site selection, soild conditions, and more
  • Learn how to factor in vehicular traffic into the design
  • Knowledge of flexible pavement subgrades, factors, and compaction
  • Ability to select flexible pavement materials and subbase courses
  • Flexible pavement base courses
  • Bituminous pavement knowledge
  • Ability to design flexible pavement
  • Rigid pavement subgrades
  • Rigid pavement base courses
  • Concrete pavement design ability
  • Plain concrete pavement design
  • Reinforced concrete pavements
  • Pavement overlays
  • Joints for plain concrete
  • Joints for reinforced concrete
  • Roller-compacted concrete pavements understanding
  • Ability to design for seasonal frost conditions


This is a handout style continuing education PDH class that comprehensively reviews the publication.

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Online Format:

     Handout / Attachment

PDH Hours:

     9

Engineer PDH Price: $123.00

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Testimonial



"Your concept of 'online' PE courses is both a timely and reasonably priced alternative. I wish I'd found CEU Leaf years ago."



David G. Gardner, P.E.



SVP (retired), Everett Prescott, Inc.

Gardiner, ME



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