Event Title

Influence Of Traffic Loading On Transverse Cracking On Asphalt Concrete Pavement Under Wet-Freeze Areas

Presenter Information

Zylene Carlyle Enciso

Loading...

Media is loading
 

Faculty Mentor

Dr. Mena Souliman

Document Type

Poster Presentation

Date of Publication

2021

Abstract

Transverse cracking is pavement distress typically associated with low temperature. However, in a recent technical report from the Federal Highway Administration Publications: "Impact of Environmental Factors on Pavement Performance in the Absence of Heavy Loads" by Leslie Titus-Glover, Michael I. Darter, and Harold Von Quintus, one of the findings is that there is more transverse cracking on sections with higher truck-traffic. This poster focuses on investigating the effects of traffic loading on transverse cracking on asphalt concrete pavement under wet-freeze areas using LTPP data only. One climatic area was used to assure minimal variation of climate exposure, and sections from SPS-1, GPS-1 and SPS-8 were also utilized. This paper illustrates the relationship between traffic loading and transverse cracking through regression analysis.

Keywords

Transverse, Asphalt, Pavement

Persistent Identifier

http://hdl.handle.net/10950/3029

This document is currently not available here.

Share

COinS
 

Influence Of Traffic Loading On Transverse Cracking On Asphalt Concrete Pavement Under Wet-Freeze Areas

Transverse cracking is pavement distress typically associated with low temperature. However, in a recent technical report from the Federal Highway Administration Publications: "Impact of Environmental Factors on Pavement Performance in the Absence of Heavy Loads" by Leslie Titus-Glover, Michael I. Darter, and Harold Von Quintus, one of the findings is that there is more transverse cracking on sections with higher truck-traffic. This poster focuses on investigating the effects of traffic loading on transverse cracking on asphalt concrete pavement under wet-freeze areas using LTPP data only. One climatic area was used to assure minimal variation of climate exposure, and sections from SPS-1, GPS-1 and SPS-8 were also utilized. This paper illustrates the relationship between traffic loading and transverse cracking through regression analysis.