Transportation & Vehicle Safety Policy

Document Type

Technical Report

Publication Date



Longitudinal joint quality control/assurance is essential to the successful performance of asphalt pavements and it has received considerable amount of attention in recent years. The purpose of the study is to evaluate the level of compaction at the longitudinal joint and determine the effect of segregation on the longitudinal joint performance.

Five paving projects with the use of traditional butt joint, infrared joint heater, edge restraint by milling and modified butt joint with the hot pinch longitudinal joint construction techniques were selected in this study. For each project, field density and permeability tests were made and cores from the pavement were obtained for in-lab permeability, air void and indirect tensile strength. Asphalt content and gradations were also obtained to determine the joint segregation. In general, this study finds that the minimum required joint density should be around 90.0% of the theoretical maximum density based on the AASHTO T166 method. The restrained-edge by milling and butt joint with the infrared heat treatment construction methods both create the joint density higher than this 90.0% limit. Traditional butt joint exhibits lower density and higher permeability than the criterion. In addition, all of the projects appear to have segregation at the longitudinal joint except for the edge-restraint by milling method.


hot-mix asphalt, longitudinal joint, quality assurance, quality control

Total Pages

xi, 52 pages, 47 figures, 20 tables

Granting or Sponsoring Agency

Iowa Highway Research Board, Iowa Department of Transportation

Grant Number

IHRB Project TR-623, InTrans Project 10-384


Sponsored by Iowa Department of Transportation (InTrans Project 10-384), Iowa Highway Research Board (IHRB Project TR-623)

Issued by: Iowa State University Institute for Transportation

At head of title: Final report.

Includes bibliographical references.


Copyright © 2013 the authors