A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Proposed Full-Depth Asphalt Concrete Thickness Design Procedure
The basic concepts and the development of a proposed Full-Depth Asphalt Concrete Thickness Design Procedure are presented. Traffic (IDOT traffic factor), subgrade modulus (fine-grained soils, granular type soils), location in the state (pavement temperature effects), asphalt cement grade (AC-10, AC-20), and design reliability factors are considered. ILLI-PAVE based design algorithms are utilized in the procedure. Asphalt concrete fatigue consumption is the design criteria. A 'Design Time' concept is used to consider seasonal temperature effects. The procedure can be easily modified to accommodate conditions other than those considered in the procedure presented in Appendix A.
Proposed Full-Depth Asphalt Concrete Thickness Design Procedure
The basic concepts and the development of a proposed Full-Depth Asphalt Concrete Thickness Design Procedure are presented. Traffic (IDOT traffic factor), subgrade modulus (fine-grained soils, granular type soils), location in the state (pavement temperature effects), asphalt cement grade (AC-10, AC-20), and design reliability factors are considered. ILLI-PAVE based design algorithms are utilized in the procedure. Asphalt concrete fatigue consumption is the design criteria. A 'Design Time' concept is used to consider seasonal temperature effects. The procedure can be easily modified to accommodate conditions other than those considered in the procedure presented in Appendix A.
Proposed Full-Depth Asphalt Concrete Thickness Design Procedure
M. R. Thompson (author) / K. Cation (author)
1986
47 pages
Report
No indication
English
Evaluation of Full-Depth Asphalt Concrete Pavements
| NTIS | 1984
Full Depth Asphalt Concrete Test Section Instrumentation
| NTIS | 1973