Application and Validation of Remaining Service Interval Framework for Pavements

Rada, Gonzalo R.; Visintine, Beth A.; Bryce, James M.; Thyagarajan, Senthil; Elkins, Gary E.; Amec Foster Wheeler

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Application and Validation of Remaining Service Interval Framework for Pavements

2016-10-01
By Rada, Gonzalo R. ; Visintine, Beth A. ; Bryce, James M. ; ...

[PDF-3.74 MB]

English

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Creators:

Rada, Gonzalo R. ; Visintine, Beth A. ; Bryce, James M. ; Thyagarajan, Senthil ; Elkins, Gary E.

Rada, Gonzalo R. ; Visintine, Beth A. ; Bryce, James M. ; Thyagarajan, Senthil ; Elkins, Gary E. Less -
Corporate Creators:

Amec Foster Wheeler
Corporate Contributors:

United States. Federal Highway Administration. Office of Asset Management
Subject/TRT Terms:

[+]

Data Files Highway Performance Monitoring System HPMS 2010+ LLCC LTPP Optimization Pavement Health Track Analysis Tool Pavement Maintenance Pavement Management Systems Pavement Remaining Service Interval Pavement Remaining Service Life Pavements PMS Rehabilitation (Maintenance) Remaining Service Interval Service Life
Publication/ Report Number:

FHWA-HRT-16-053
Resource Type:

Tech Report
Geographical Coverage:

United States
TRIS Online Accession Number:

01613988
Edition:

Draft Final Report, September 2013-March 2016
Contracting Officer:

Sivaneswaran, Nadarajah
Corporate Publisher:

United States. Federal Highway Administration
Abstract:

The pavement remaining service interval (RSI) terminology was developed to remove confusion caused by the multitude of meanings assigned to the various forms of pavement remaining service life (RSL). The RSI concept considers the complete maintenance and rehabilitation (M&R) activity of the pavement system and does not simply consider the end of life as promulgated by the RSL philosophy. The goal of this project was to demonstrate and further develop the application of the pavement RSI concept using real data from two State pavement management systems and the Highway Performance Monitoring System 2010+ dataset. Project-level analysis addressed gaps in the network and strategic-level analyses. The results from the validation efforts support the conclusion that the RSI represents a valid approach to determining and communicating future M&R needs of a pavement instead of defining pavement life using a single number as in RSL. Those results also show that RSL is essentially not related to the time until the next pavement treatment in an optimal strategy.
Format:

PDF
Funding:

DTFH61-13-C-00016
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:846072f6499c92976ccadb3574fc2f01fea7856861a1f20463ae298ae22b68bc
Download URL:

https://rosap.ntl.bts.gov/view/dot/35760/dot_35760_DS1.pdf
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Application and Validation of Remaining Service Interval Framework for Pavements

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