Chapter
Jun 13, 2023

Update of the PG Binder Map in California Using the Enhanced Integrated Climate Model (EICM) and LTTPBind Online

Publication: Airfield and Highway Pavements 2023

ABSTRACT

California has a diverse climate that ranges from desert regions with some of the hottest places in North America to coastal regions with mild climates and cold summers. The selection of the binder’s performance grade (PG) in California is based on a climate map that was developed in 2005 using 1960 to 1990 data from the National Climate Data Center (NCDC) analyzed using the Enhanced Integrated Climate Model (EICM) and the Long-Term Pavement Performance (LTPPBind 2.0) software. Climate change is happening all around the world, and California is no exception. Based on observed pavement performance, there was a need to revise the PG map using updated climatic data from various sources. In this study, the PG binder map for California was updated to better predict pavement performance using the latest available weather data. Thirty years of climate data (1991−2019) were considered to update the current binder’s PG map. The weather data were collected from two main sources: NCDC and Modern-Era Retrospective Analysis for Research and Applications (MERRA). It was found that pavement structure types and thermal coefficients have insignificant effects on the binder performance grade. Also, it is recommended that the binder high PG for the central valley of California be changed based on the results obtained from analysis using EICM and LTPPBind Online.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Bulut, R., Muraleetharan, K., Zaman, M., Yue, E., Soltani, H., and Hossain, Z. (2013). Evaluation of the Enhanced Integrated Climatic Model for modulus-based construction specification for Oklahoma pavements. Oklahoma Transportation Center.
Harvey, J., Chong, A., and Roesler, J. (2000). Climate regions for mechanistic-empirical pavement design in California and expected effects on performance. CAL/APT Program, Pavement Research Center, Institute of Transportation Studies, University of California, Berkeley.
Hernandez-Fernandez, N., Harvey, J. T., Underwood, B. S., and Ossa-Lopez, A. (2022). “Pavement Fatigue Damage Simulations Using Second-Generation Mechanistic-Empirical Approaches.” Transportation Research Record, 2676(1), 1–17.
Larson, G., and Dempsey, B. J. (1997). Enhanced integrated climatic model Version 2.0. Department of Civil and Environmental Engineering.
Li, H., Harvey, J., and Jones, D. (2013). “Multi-dimensional transient temperature simulation and back-calculation for thermal properties of building materials.” Building and environment, 59, 501–516.
Li, H., Harvey, J., and Saboori, A. (2017). “Cool pavement LCA tool: Inputs and recommendations for integration.” Pavement Life-Cycle Assessment, CRC Press, 79–88.
Lu, Q., Zhang, Y., and Harvey, J. T. (2009). “Estimation of truck traffic inputs for mechanistic–empirical pavement design in California.” Transportation research record, 2095(1), 62–72.
Mohseni, A., Carpenter, S., and D’Angelo, J. (2005). “Development of SUPERPAVE high-temperature performance grade (PG) based on rutting damage (with discussion and closure).” Journal of the Association of Asphalt Paving Technologists, 74.
Ongel, A., and Harvey, J. (2004). Analysis of 30 years of pavement temperatures using the enhanced integrated climate model (EICM). Pavement Research Centre.
Quintero, N. M. (2007). Validation of the enhanced integrated climatic model (EICM) for the Ohio SHRP test road at US 23. Ohio University.
Ullidtz, P., Harvey, J., Basheer, I., Jones, D., Wu, R., Lea, J., and Lu, Q. (2010). “CalME, a mechanistic–empirical program to analyze and design flexible pavement rehabilitation.” Transportation research record, 2153(1), 143–152.
Wiser, L. (2017). Long-Term Pavement Performance Bind Online [Product Brief]. United States. Federal Highway Administration.

Information & Authors

Information

Published In

Go to Airfield and Highway Pavements 2023
Airfield and Highway Pavements 2023
Pages: 429 - 441

History

Published online: Jun 13, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Mohammad A. Rahman [email protected]
1Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis. ORCID: https://orcid.org/0000-0001-7855-5346. Email: [email protected]
John T. Harvey, Ph.D. [email protected]
P.E.
2Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis. Email: [email protected]
Mohamed Elkashef, Ph.D. [email protected]
3Assistant Professor, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., Oklahoma. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share