Long-Term Pavement Performance Bind Online User Guide

Ahmad, Riaz; Menendez, Jose R.; Kargah-Ostadi, Nima; Iengineering Corporation

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Long-Term Pavement Performance Bind Online User Guide

2017-10-01
By Ahmad, Riaz ; Menendez, Jose R. ; Kargah-Ostadi, Nima

[PDF-1.69 MB]

English

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Details:

Creators:

Ahmad, Riaz ; Menendez, Jose R. ; Kargah-Ostadi, Nima

Ahmad, Riaz ; Menendez, Jose R. ; Kargah-Ostadi, Nima Less -
Corporate Creators:

Iengineering Corporation
Contributors:

Wiser, Larry
Corporate Contributors:

United States. Federal Highway Administration. Office of Infrastructure Research and Development ; Turner-Fairbank Highway Research Center

United States. Federal Highway Administration. Office of Infrastructure Research and Development ; Turner-Fairbank Highway Research Center Less -
Subject/TRT Terms:

[+]

Binders (Materials)--Computer Programs Bituminous Binders Data Collection Pavement Performance Pavements, Asphalt--Computer Programs
Publication/ Report Number:

FHWA-HRT-17-010 ; HRDI-30/10-17(500)E

FHWA-HRT-17-010 ; HRDI-30/10-17(500)E Less -
Resource Type:

Tech Report
Geographical Coverage:

United States
OCLC Number:

1029606929
Contracting Officer:

Wiser, Larry
Corporate Publisher:

United States. Federal Highway Administration. Office of Infrastructure Research and Development
Abstract:

This document presents the user guide for the Long-Term Pavement Performance (LTPP) Web-based tool used to select asphalt binders. LTPPBind Online was developed to help State transportation departments select the most suitable performance-grade binder for a particular site based on the American Association of State and Highway Transportation Officials (AASHTO) M320-10 and AASHTO M332-14 standards.(1–3) LTPPBind Online provides the option to use National Aeronautics and Space Administration Modern-Era Retrospective Analysis for Research and Applications climatic data collected globally since 1979, LTPP climatic data (virtual weather station or automatic weather station), or manual data.

High-temperature (HT) Performance Grade is selected based on a rutting damage model. HT equation is function of target rut depth, yearly degree-days and latitude of site(6). Low-temperature (LT) PG binder is selected using the algorithm developed from LTPP climatic data. LT algorithm relates surface low pavement temperature to air temperature, latitude, and depth(7).
Format:

PDF
Funding:

DTFH61-14-C-00034
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:f30cdd399b62dd4d2aa2ca51e93e259f41ae60e2d3fd5f06e46f0551c12f69ca
Download URL:

https://rosap.ntl.bts.gov/view/dot/37820/dot_37820_DS1.pdf
File Type:

No Additional Files

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Long-Term Pavement Performance Bind Online User Guide

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