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Development Of New Pavement Design Equivalent Single Axle Load Esal


Development Of New Pavement Design Equivalent Single Axle Load Esal
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Development Of New Pavement Design Equivalent Single Axle Load Esal


Development Of New Pavement Design Equivalent Single Axle Load Esal
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Author : Sirous H. Alavi
language : en
Publisher:
Release Date : 1999

Development Of New Pavement Design Equivalent Single Axle Load Esal written by Sirous H. Alavi and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with Pavements categories.


For a given road segment, accurate estimates of current and projected traffic [in terms of Equivalent Single Axle Loads (ESALs)] can result in significant cost savings, either from the standpoint of initial construction cost or future maintenance and rehabilitation cost. The primary objective of this project is to prepare a new ESAL design table for Arizona's highway network. This new table is based on analysis of current traffic data collection procedures, traffic forecasting methodology, and ESAL development procedures, including the assignment of traffic ESAL levels to the various highway segments.



Development Of Truck Equivalent Single Axle Load Esal Factors Based On Weigh In Motion Data For Pavement Design In Virginia


Development Of Truck Equivalent Single Axle Load Esal Factors Based On Weigh In Motion Data For Pavement Design In Virginia
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Author : Bryan C. Smith
language : en
Publisher:
Release Date : 2009

Development Of Truck Equivalent Single Axle Load Esal Factors Based On Weigh In Motion Data For Pavement Design In Virginia written by Bryan C. Smith and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009 with Axial loads categories.


The Virginia Department of Transportation's (VDOT's) current pavement design procedure is based on the 1993 AASHTO Guide for Design of Pavement Structures. In this procedure, a required structural capacity is calculated as a function of the anticipated service life, the serviceability of the pavement, and the number of equivalent loads applied. The concept of equivalent applied loads allows for the pavement designer to account for the damage caused by loads of varying magnitudes and axle configurations. Although pavement damage can be expressed per axle, expressing the damage in terms of the average amount of damage caused by a particular vehicle is more convenient. This is referred to as a truck factor, which is the average number of equivalent single-axle load (ESAL) applications per vehicle. VDOT's current pavement design procedure subdivides truck traffic into two categories, i.e., single-unit trucks and combination trucks, and was based on studies performed in the early 1990s. Over the last few years, VDOT has installed weigh-in-motion (WIM) devices at 15 locations around the state that measure the loads actually applied by vehicles in the travel lanes. These WIM stations allow for continuous data collection that was previously not available and therefore can provide a better representation of actual traffic loading. This study developed updated truck ESAL factors based on WIM data from June 2007 through May 2008 in Virginia. These factors were found to be 0.46 for single-unit trucks and 1.05 for combination trucks using flexible pavements and 0.59 for single-unit trucks and 1.59 for combination trucks using rigid pavements. The updated truck ESAL factors determined in this study should be incorporated into VDOT's pavement design procedure. Using the updated truck ESAL factors recommended in this study will allow a more optimal pavement design that more accurately reflects the traffic loading on roadways in Virginia.



Estimating And Forecasting Equivalent Single Axle Loadings For Pavement Design


Estimating And Forecasting Equivalent Single Axle Loadings For Pavement Design
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Author : Bruce Aunet
language : en
Publisher:
Release Date : 1989

Estimating And Forecasting Equivalent Single Axle Loadings For Pavement Design written by Bruce Aunet and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1989 with Pavements categories.




Analysis And Determination Of Axle Load Spectra And Traffic Input For The Mechanistic Empirical Pavement Design Guide


Analysis And Determination Of Axle Load Spectra And Traffic Input For The Mechanistic Empirical Pavement Design Guide
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Author : Yi Jiang
language : en
Publisher: Purdue University Press
Release Date : 2008-03-01

Analysis And Determination Of Axle Load Spectra And Traffic Input For The Mechanistic Empirical Pavement Design Guide written by Yi Jiang and has been published by Purdue University Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008-03-01 with Transportation categories.


The values of equivalent single axle loads (ESAL) have been used to represent the vehicle loads in pavement design. To improve the pavement design procedures, a new method, called the Mechanistic-Empirical Pavement Design Guide (MEPDG), has been developed to use the axle load spectra to represent the vehicle loads in pavement design. These spectra represent the percentage of the total axle applications within each load interval for single, tandem, tridem, and quad axles. Using axle load spectra as the traffic input, the MEPDG method is able to analyze the impacts of varying traffic loads on pavement and provide an optimal pavement structure design. In addition, the new method can be used to analyze the effects of materials and the impacts of seasons, to compare rehabilitation strategies, and to perform forensic analyses of pavement conditions. The MEPDG utilizes mechanistic-empirical approaches to realistically characterize inservice pavements and allows the full integration of vehicular traffic loadings, climatic features, soil characteristics, and paving materials properties into the detailed analysis of pavement structural behaviors and the resulting pavement performance. In order to provide the traffic data input required by the MEPDG, the Indiana Department of Transportation (INDOT) made an effort to obtain truck traffic information from the traffic data collected through weigh-in-motion (WIM) stations. This study was conducted to create the truck traffic spectra and other traffic inputs for INDOT to implement the new pavement design method. Furthermore, the INDOT AADT data were used in this study to analyze the spatial distributions of the traffic volumes in Indiana and to obtain the spatial distributions of traffic volumes.



Determination Of Equivalent Single Axle Load Esal Factor For Georgia Pavement Design


Determination Of Equivalent Single Axle Load Esal Factor For Georgia Pavement Design
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Author : Sonny Kim
language : en
Publisher:
Release Date : 2021

Determination Of Equivalent Single Axle Load Esal Factor For Georgia Pavement Design written by Sonny Kim and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2021 with Pavements categories.




Development Of Flexible Pavement Design Parameters For Use With The 1993 Aashto Pavement Design Guidelines


Development Of Flexible Pavement Design Parameters For Use With The 1993 Aashto Pavement Design Guidelines
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Author :
language : en
Publisher:
Release Date : 2003

Development Of Flexible Pavement Design Parameters For Use With The 1993 Aashto Pavement Design Guidelines written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Pavements, Flexible categories.




The Effects Of Truck Volume Mix And Weight Distribution On Pavement Design


The Effects Of Truck Volume Mix And Weight Distribution On Pavement Design
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Author : David A. Friedrichs
language : en
Publisher:
Release Date : 1988

The Effects Of Truck Volume Mix And Weight Distribution On Pavement Design written by David A. Friedrichs and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Pavements categories.




Adjustment Of Equivalent Single Axle Load For Pavement Design By Use Of Weigh In Motion Data


Adjustment Of Equivalent Single Axle Load For Pavement Design By Use Of Weigh In Motion Data
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Author : Faria Emamian
language : en
Publisher:
Release Date : 1992

Adjustment Of Equivalent Single Axle Load For Pavement Design By Use Of Weigh In Motion Data written by Faria Emamian and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Motor vehicle scales categories.




Aashto Guide For Design Of Pavement Structures 1993


Aashto Guide For Design Of Pavement Structures 1993
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Author : American Association of State Highway and Transportation Officials
language : en
Publisher: AASHTO
Release Date : 1993

Aashto Guide For Design Of Pavement Structures 1993 written by American Association of State Highway and Transportation Officials and has been published by AASHTO this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with Pavements categories.


Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.



Traffic Load Forecasting For Pavement Design


Traffic Load Forecasting For Pavement Design
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Author : Anthony J. Vlatas
language : en
Publisher:
Release Date : 1991

Traffic Load Forecasting For Pavement Design written by Anthony J. Vlatas and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1991 with Pavements categories.