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Airfield Asphalt Pavement Technology Program
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Webinar #2: Life Cycle Cost Analysis
for Airfield Pavements
Presenter: Paul Dalbey
Date: December 13, 2010
This webinar provides a comprehensive overview of life cycle cost analysis for airport
pavements. It is applicable to both flexible and rigid airport pavements
and addresses all aspects of life cycle cost analysis. The final product of the AAPTP study
provides engineers and airport management with a fair, unbiased, defensible procedure to
evaluate alternative pavement types during the design and/or bid process with all information
required to successfully conduct a pavement life cycle cost analysis. The study provides
information to meet FAA Order 5100.38C, AIP Handbook, paragraph 910, Life Cycle Costs in
Competitive Sealed Bids. Life cycle cost analysis is a critical part of the pavement type selection
process of many agencies to ensure cost-effective pavements are properly evaluated and selected
in the design or bid stage of an airport improvement project.
Webinar #3: AAPTP Projects 04-02 and 04-03: PG Binder
Grade Selection & Implementation of Superpave Mix Design for Airfield Pavements
Presenter: TBD
Date: February 22, 2011
The first presenter will provide an overview of the proposed procedure for selecting asphalt
binder grade for airfield pavements using the PG grading system. The basic components of the
PG grading system will be presented. Design engineers need to understand differences between
the performance of airport and highway pavements that are critical to recognizing the factors that
effect PG binder selection. The webinar will present a proposed revision of section 2.3 of Item
P-401/P-403 Plant Mix Bituminous Pavements for use by practicing engineers. The revision
provides appropriate binder PG grades for a wide range of airfield paving projects and is more
effective than existing procedures for selecting PG grades for highway applications.
The second presenter will provide a brief overview of the basic components of designing hot mix
asphalt for airfield pavements utilizing the Superpave gyratory compactor. Both the Marshall
and Superpave mix design methods use a four step mix design method: 1) Material Selection, 2)
Optimize Gradation, 3) Optimize Binder Content, and 4) Moisture Susceptibility. The biggest
difference between the two methods is the Marshall method utilizes the impact loading of the
Marshall hammer while the Superpave method utilizes the kneading action of the gyratory
compactor.
Webinar #4: Improved Performance of Longitudinal Joints on
Asphalt Airfields
Presenter: Dr. Rajib Mallick
Date: April 11, 2011
This webinar will provide an overview of technical guidance for the improved construction and
performance of longitudinal joints on asphalt airfield pavements. The unsatisfactory performance
of longitudinal joints is one of the biggest problems on hot-mix asphalt airfields. Several
different approaches to constructing longitudinal joints have been used with varying degrees of
success. The presentation will report on the extensive synthesis of research and experience on
conventional and special longitudinal joint construction techniques on both airfields and
highways. It will include these topics: notched wedge joint, rubberized asphalt joint adhesive,
cutting wheel, restrained edge device, joint maker, infrared joint heater, joint tape, paving in
echelon, and target compaction level both at the joint and mat. The webinar will discuss present
specifications and discuss requirements to use the different joint construction methods.
Webinar #5: Techniques for Prevention and Remediation
of Non Load-Related Distresses on HMA Airfield Pavements
Presenter: Doug Hanson
Date: May 2, 2011
Hot-mix asphalt (HMA) pavements represent a considerable investment in the infrastructure of
airfield pavements. This study found that approximately 20 percent of HMA-surfaced airfield
pavements have some level of non loadassociated distress (block cracking, longitudinal and
transverse cracking, and weathering and raveling). This webinar presents the results of a technical
review of the causes of non-load associated cracking – specifically, how the effects of climate,
crude source, chemistry of asphalt aging, HMA mixture and pavement construction variables
contribute to non load-associated distress will be discussed. The use of MicroPAVER software to
predict pavement- rehabilitation trigger will be discussed. The Guide for Prevention and Mitigation
of Non Load-Associated Distress on airfield pavements will also be presented. The webinar will
discuss a test procedure that shows great promise for monitoring the aging effects on the life of
an HMA pavement.
Developed & maintained by Linda Kerr