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Title: Long-Term Field Performance of Cold In-Place Recycled Roads in Iowa
Accession Number: 01043877
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: Cold in-place recycling (CIR) is one of the most effective methods to rehabilitate asphalt pavements. In fact, most CIR roads have performed well at low cost in Iowa since the first CIR road was constructed in 1986. However, some CIR roads have reached failures earlier than their expected design lives because there is no design standard for designing CIR roads with a limited amount of past performance information. Some of the most prominent problems seemed to have come from selecting CIR in areas where there are poor subgrades. Therefore, it is critical to collect CIR performance data along with Falling Weight Deflectometer (FWD) data in order to develop performance models. The main purpose of this paper is to document that effort. The performance models were developed on the basis of historical data collected from CIR roads in Iowa. First, an inventory of CIR roads was created which includes construction information, subgrade and base characteristics, and traffic levels. In consideration of pavement age, level of traffic and subgrade condition, twenty-six test sections were selected from the inventory of CIR roads and pavement surface distress surveys were conducted on these roads using an automated image collection system (AICS). Distress data were then compiled to compute Pavement Condition Index (PCI) for each test section. FWD data were collected from each test section to determine its relative soil support condition. Finally, to determine their long-term performance, the PCI values were plotted against pavement age for each group of pavements categorized by their soil support conditions and traffic levels. Overall, it can be concluded that the CIR roads in Iowa, all under traffic level of AADT of 2,000, have performed very well and predicted to last up to 25 years before reaching the poor condition (PCI = 40) when the pavements are to be rehabilitated. The CIR roads with a good subgrade support, however, are predicted to last up to 35 years.
Monograph Title: Monograph Accession #: 01042056
Report/Paper Numbers: 07-1259
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Kim, JungyongLee, HosinJahren, Charles TChen, DongHeitzman, MichaelPagination: 24p
Publication Date: 2007
Conference:
Transportation Research Board 86th Annual Meeting
Location:
Washington DC, United States Media Type: CD-ROM
Features: Figures; Photos; References
(6)
; Tables
(7)
TRT Terms: Uncontrolled Terms: Geographic Terms: Subject Areas: Design; Highways; Maintenance and Preservation; Pavements; I22: Design of Pavements, Railways and Guideways; I60: Maintenance
Source Data: Transportation Research Board Annual Meeting 2007 Paper #07-1259
Files: TRIS, TRB
Created Date: Feb 8 2007 5:52PM
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