Determining A Temperature Density Relationship After Completed Rolling Of Hma
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Joint Participating Intermodal Surface Transportation Planning & Research Work Program
Author | : Wisconsin. Department of Transportation |
Publisher | : |
Total Pages | : 108 |
Release | : 2000 |
Genre | : Federal aid to transportation |
ISBN | : |
Wisconsin Transportation Research, 2000
Author | : Wisconsin. Department of Transportation |
Publisher | : |
Total Pages | : 64 |
Release | : 2001 |
Genre | : Highway planning |
ISBN | : |
This Report to Stakeholders reviews some of our transportation research efforts in Wisconsin during the past four years. A few of these studies are already complete and have made a significant impact on the way we do business. Many of the projects will be finished in the coming months. For all of us interested in Wisconsin's transportation future, the report provides an overview of these diverse and laudable investigations.
NDT Technology for Quality Assurance of HMA Pavement Construction
Author | : Harold L. Von Quintus |
Publisher | : Transportation Research Board |
Total Pages | : 123 |
Release | : 2009 |
Genre | : Nondestructive testing |
ISBN | : 0309117771 |
At head of title: National Cooperative Highway Research Program
Superpave Mix Design
Author | : Asphalt Institute |
Publisher | : |
Total Pages | : 102 |
Release | : 2001-01-01 |
Genre | : Asphalt |
ISBN | : 9781934154175 |
Investigation of Electromagnetic Gauges for Determining In-place HMA Density
Author | : |
Publisher | : |
Total Pages | : 98 |
Release | : 2007 |
Genre | : Asphalt |
ISBN | : |
Density is an important component of hot-mix asphalt (HMA) pavement quality and long-term performance. Insufficient density of an in-place HMA pavement is the most frequently cited construction-related performance problem. This study evaluated the use of electromagnetic gauges to nondestructively determine densities. Field and laboratory measurements were taken with two electromagnetic gauges-a PaveTracker and a Pavement Quality Indicator (PQ1). Test data were collected in the field during and after paving operations and also in laboratory on field mixes compacted in the lab. This study revealed that several mix-and project-specific factors affect electromagnetic gauge readings. Consequently, the implementation of these gauges will likely need to be done utilizing a test strip on a project- and mix-specific basis to appropriately identify an adjustment factor for the specific electromagnetic gauge being used for quality control and quality assurance (QC/QA) testing. The substantial reduction in testing time that results from employing electromagnetic gauges rather than coring makes it possible for more readings to be used in the QC/QA process with real-time information without increasing the testing costs.