The FHWA’s Demonstration Project for Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density
| Autor: | Nam Tran, Tim Aschenbrener, E. Ray Brown, Phillip B Blankenship |
|---|---|
| Rok vydání: | 2018 |
| Předmět: |
050210 logistics & transportation
Engineering business.industry Mechanical Engineering 05 social sciences 0211 other engineering and technologies Compaction 02 engineering and technology Civil engineering Mix design Durability Asphalt 021105 building & construction 0502 economics and business business Civil and Structural Engineering |
| Zdroj: | Transportation Research Record: Journal of the Transportation Research Board. 2672:57-67 |
| ISSN: | 2169-4052 0361-1981 |
| Popis: | Recognizing the importance of in-place density in building cost-effective asphalt pavements, a Federal Highway Administration (FHWA) Demonstration Project was created for “Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density.” The objective of the demonstration project was to determine the benefit of additional compaction and show that additional density could be obtained through improved techniques. This project effort included two major components: (1) a literature search to serve as an educational component regarding the best practices for increasing density, and (2) the construction of 10 field demonstration projects. Eight of the 10 states improved densities by at least 1% compared to a control section on their field demonstration projects. There were at least two pavement sections (a control and at least one test section) constructed within each of the 10 states that participated in this field demonstration project. Many of the states constructed more than two pavement sections for a total of 38 sections. There were many variables, including mixture type, construction equipment, and procedures between states and within states. A summary of the methods that states used to obtain increased density generally fell into one of five categories: (1) improving the agency’s specification by including or increasing incentives and increasing the minimum percentage density requirements; (2) making engineering adjustments to the asphalt mixture design to obtain slightly higher optimum asphalt content (although not part of the original goal of the demonstration project); (3) improving consistency as measured by the standard deviation; (4) following best practices; and (5) using new technologies. |
| Databáze: | OpenAIRE |
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