Roads/Highways

Accelerated Testing of Full-Scale Thin Bonded Concrete Overlay of Asphalt

Angel Mateos
Harvey, John
Paniagua, Fabian
Paniagua, Julio
Wu, Rongzong
2019

A research study was conducted with the goal of determining the expected performance life of thin bonded concrete overlay of asphalt (BCOA) in California. Eleven thin BCOA sections were built and tested with the Heavy Vehicle Simulators (HVS) in Davis, California. The performance of the sections in the HVS testing provided insight into the mechanics of the thin BCOA structures and the effects the different rapid-strength concrete materials, traffic, jointing, and base factors on their performance, including testing in both very wet and very dry conditions. Overall, the performance of the...

Sine versus Haversine Displacement Waveform Comparison for Hot Mix Asphalt Four-Point Bending Fatigue Testing

Angel Mateos
Wu, Rongzong
Denneman, Erik
2018

An experimental study was conducted to determine the effect of haversine and sine displacement waveforms on four-point flexural beam fatigue test results for hot mix asphalt. Seven asphalt mixtures with different gradations, binder types, and binder contents were tested for this study. Four of the mixes were tested in California and three in Australia. The mixes were tested at different strain levels under both waveforms in displacement-controlled mode without rest periods. The comparison showed no differences between haversine and sine testing modes for six of the seven mixtures. Fatigue...

Evaluation of Mix Designs for Rapid Construction of Bonded Concrete Overlays on Asphalt

Fernandez, Julio Paniagua
Fernandez, Fabian Paniagua
Harvey, John
Angel Mateos
2018

Road users in California have a low tolerance for delays during pavement rehabilitation. Therefore, the California Department of Transportation (Caltrans) is interested in evaluating bonded concrete overlays on asphalt (BCOA) as a potential rehabilitation alternative for distressed asphalt pavement. The use of high early strength concrete to facilitate rapid construction of BCOA has not been used in other U.S. states. This paper summarizes a complete study for the evaluation of concrete mix designs for rapid construction of BCOA that were placed on a set of full-scale test sections for...

Evaluation of the Moisture Dependence of Concrete Coefficient of Thermal Expansion and Its Impacts on Thermal Deformations and Stresses of Concrete Pavements

Angel Mateos
Harvey, John
Feldman, Dulce Rufino
Wu, Rongzong
Paniagua, Julio
Paniagua, Fabian
2020

The coefficient of thermal expansion (CTE) is one of the material properties of concrete that has the largest impact on rigid pavement performance. Concrete CTE is typically measured in the laboratory, under saturated conditions, or estimated on the basis of the mix constituents, past experience, or both. Whichever method is used, the mechanistic-empirical design of concrete pavements traditionally assumes a constant value for this material property. This assumption has important consequences in relation to predicting thermal deformations and stresses since the CTE of concrete actually...

Pavement ME Transverse Cracking Model Calibration Using California’s Pavement Management System

Saboori, Ashkan
Lea, Jeremy D.
Angel Mateos
Wu, Rongzong
Harvey, John T.
2021

This paper presents a new approach for calibration of mechanistic-empirical (ME) pavement simulation models. It uses network level performance data from the pavement management system (PMS), and was applied for the local calibration of the Pavement ME transverse cracking models in California, using 30,155 pavement sections with a combined length of approximately 4,400 lane-miles built on 446 lane replacement projects completed between 1947 and 2017. This represents two orders of magnitude more observations, sections, and length of pavement than are typically used when following the...

Structural Response of Concrete Pavement Slabs under Hygrothermal Actions

Angel Mateos
Harvey, John
Bolander, John
Wu, Rongzong
Paniagua, Julio
Paniagua, Fabian
2020

This paper presents a comprehensive evaluation of the structural response of concrete pavement slabs subjected to ambient environmental actions. Experimental data come from six bonded concrete overlay of asphalt pavements built with rapid strength concrete mixtures. The mixtures contained either portland cement or calcium sulfoaluminate cement, and included an internally cured concrete with pre-wetted lightweight aggregates. The pavement slabs were instrumented with temperature, relative humidity, and strain sensors. The measured temperatures and strains were analyzed by using a model that...

Development of Improved Guidelines and Designs for Thin Whitetopping: Environmental Response of Full-Scale BCOA Sections

Angel Mateos
Harvey, John
Wu, Rongzong
Paniagua, Fabian
Paniagua, Julio Cesar
2020

Fifteen bonded concrete overlay of asphalt (BCOA) sections were built at the UCPRC facility in Davis, California, from February 23 to 25, 2016. The concrete mixes included Type II/V and Type III portland cements and calcium sulfoaluminate cement, and they were designed to provide 2.8 MPa (400 psi) flexural strength after either 4 or 10 hours. Six of the 15 sections were instrumented with a total of 245 sensors to measure the responses to environmental actions and cement hydration. Based on the analysis of the data collected by these sensors up until May 31, 2017, preliminary conclusions...

Development of Thin Bonded Concrete Overlay of Asphalt Design Method: Evaluation of Existing Mechanistic-Empirical Design Methods

Angel Mateos
Harvey, John
2020

The California Department of Transportation (Caltrans) is interested in advancing the technology needed to implement thin bonded concrete overlay of asphalt (BCOA) on its road network. Recent accelerated pavement tests showed that thin BCOA exhibited promising results for structural performance and constructability in California’s dry environment when made with the high early-strength concrete mixes typically used by Caltrans. However, to continue moving forward, Caltrans needs to adopt a thin BCOA design method since the current Caltrans Highway Design Manual does not consider this type...

An Insight into Moisture-Dependence of Concrete Coefficient of Thermal Expansion in Concrete Pavements

Angel Mateos
Harvey, John T.
Feldman, Dulce Rufino
Lim, David
Wu, Rongzong
Fernandez, Julio Paniagua
2021

The mechanistic-empirical design of concrete pavements traditionally assumes that concrete coefficient of thermal expansion (CTE) is a constant, however, experimental evidence shows that CTE can increase up to 60% as concrete dries. The research presented in this paper provides insight into the mechanisms that lie behind this phenomenon, by establishing a link between the diurnal variations of concrete internal relative humidity (RH) and the moisture-dependence of concrete CTE. The experimental data come from four concrete pavements, built with different high early strength mixes,...

Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5)

Saboori, Ashkan
Lea, Jeremy
Harvey, John
Lea, John
Angel Mateos
Wu, Rongzong
2021

The Mechanistic-Empirical Pavement Design Guide (MEPDG) is a comprehensive method, including models and guidance, developed in 2002 by the American Association of State Highway and Transportation Officials (AASHTO) to analyze and design both flexible and rigid pavements. The MEPDG is implemented in a software called Pavement ME. The MEPDG models were calibrated using data from the Long-Term Pavement Performance (LTPP) sections from throughout the United States, including some from California. The MEPDG recommends that nationally calibrated models be validated using local data and, if...