View Important Policies and System Requirements for this course.
Instructor: Christopher Senseney, Ph.D., P.E.
Course Length: 1.5 Hours
Purpose and Background
Although newer mechanistic-empirical design methodologies have been developed, namely AASHTOWare Pavement ME, most state highway agencies still use the empirical-based AASHTO 1993 pavement design methodology procedures to design their roadways. Furthermore, most municipal agencies in the U.S. specify AASHTO 1993 for arterial and collector roadway pavement design. The purpose of this course is to describe, in detail, each AASHTO 1993 design input parameter for both flexible (i.e. asphalt) and rigid (i.e. concrete) pavement. At the end of this course, students will be able to design a flexible or rigid pavement using AASHTO 1993 procedures.
Learning Outcomes and Benefits
Upon completion of this course, you will be able to:
- Explain and select design input parameters for the AASHTO 1993 asphalt design procedure
- Determine an asphalt pavement structure given design inputs
- Determine an effective roadbed (subgrade) resilient modulus for asphalt pavement design based on the relative (seasonal) damage concept
- Explain and select design input parameters for the AASHTO 1993 concrete design procedure
- Determine a slab thickness given concrete design inputs
- Be proficient at AASHTO 1993 pavement design procedures
- Explain the meaning behind each AASHTO 1993 design input
- Optimize pavement designs for certain applications
Assessment of Learning Outcomes
Students' achievement of the learning outcomes will be assessed via a short post-assessment (true-false, multiple choice and fill in the blank questions).
Intended Audience
Pavement Engineers, Materials Engineers, Transportation Engineers
Webinar Outline
- Asphalt design input parameters
- Traffic
- Serviceability
- Design period
- Asphalt construction materials engineering properties
- Reliability and traffic variability
- Resilient modulus
- Asphalt pavement structure design
- Using nomograph
- Using spreadsheet
- Effective roadbed (subgrade) resilient modulus
- Concept of relative damage
- Calculation of effective roadbed resilient modulus
- Difference between mechanistic-empirical methods
- Concrete design input parameters
- Traffic
- Serviceability
- Design period
- Concrete construction materials engineering properties
- Reliability and traffic variability
- Modulus of subgrade reaction
- Concrete slab thickness design
- Using nomograph
- Using spreadsheet
How to Earn your CEUs/PDHs and Receive Your Certificate of Completion
To receive your certificate of completion, you will need to complete a short on-line post-test and receive a passing score of 70% or higher within 1 year of purchasing the course.
How do I convert CEUs to PDHs?
1.0 CEU = 10 PDHs [Example: 0.1 CEU = 1 PDH]