Construction of Longitudinal Joints. 2014 VDOT/VAA Regional Asphalt Seminars Ken Arthur Quality Control Manager Templeton Paving. Relationship between Density and Pavement Life. Low Density Permeability Segregation Poor adhesion at interface.
Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author.While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server.
2014 VDOT/VAA Regional Asphalt Seminars
Quality Control Manager
Final Draft Report Best Practices for Constructing and Specifying HMA Longitudinal Joints Buncher and Rosenberger, Asphalt Institute 2012
New joint offset 6”
2’ section along center line is tacked first
Paver hopper remains open between dumps
Material should not be pushed more than 24” to end gate
Roll unconfined edges with a 6” overlap
We generally roll from centerline to outside edge, sealing off longitudinal joint first
Beginning just inside of the unsupported edge can cause cracking late in the roller pattern from lateral mix movement
Edge of drum directly on edge of unsupported edge will typically cause lateral movement of mat
DON’T STARVE THE JOINT!
“Bumping the joint..….BAD!”
A visible white line is assurance that you are not “starving” the longitudinal joint.
2nd Pass will leave 6” – 36” depending on road width
3rd Pass pinches joint with sufficient material to achieve compaction