Robert Rodden

“Relating Transport Properties to Performance in Concrete Pavements ” is the December MAP Brief from the CP Tech Center

[vc_row][vc_column width=”1/1″][vc_column_text el_class=”cleanlist”]This MAP brief summarizes ongoing research that has been performed to assess fluid and vapor transport in concrete. In general terms the word “transport” is used to describe

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Evaluation of the Fresh and Hardened Properties of Concrete Mixtures Containing Hydrophilic and Hydrophobic Types of Permeability-Reducing Admixtures to Develop a Standard Testing Protocol

[vc_row][vc_column width=”1/1″][vc_column_text]Concrete durability may be considered as the ability to maintain serviceability over the design life without significant deterioration, and is generally a direct function of the mixture permeability. Therefore,

Evaluation of the Fresh and Hardened Properties of Concrete Mixtures Containing Hydrophilic and Hydrophobic Types of Permeability-Reducing Admixtures to Develop a Standard Testing Protocol Read More »

IMCYC Dedicates October Magazine Issue to Concrete Pavements & Modernization of Roads in Mexico

[vc_row][vc_column width=”1/1″][vc_column_text css_animation=”appear”]IMCYC dedicated their October 2014 issue of their magazine, “Construcción Y Technologia Concreto”, to concrete pavements and modernization of roads in Mexico. Concrete and Construction Technology issue specializes

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Alessio Rimoldi (BIMB): To what extent should authorities promote the use of recycled aggregates for concrete?

[vc_row][vc_column width=”2/3″][vc_column_text]The Concrete Initiative has published an article by Alessio Rimoldi, BIBM Secretary General, entitled “To what extent should authorities promote the use of recycled aggregates for concrete?” on a

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Structural Performance of Ultra-Thin Whitetopping on Illinois Roadways and Parking Lots

[vc_row][vc_column width=”1/1″][vc_column_text]A performance evaluation of ultra-thin whitetopping (UTW) pavements in Illinois was undertaken in 2012–2014 to evaluate current design procedures and to determine design life criteria for future projects. The two

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Optimizing Pavement Base, Subbase, and Subgrade Layers for Cost and Performance on Local Roads

[vc_row][vc_column width=”1/1″][vc_column_text]This report is one of two products for this project with the other being a design guide. This report describes test results and comparative analysis from 16 different portland

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Performance-Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure

[vc_row][vc_column width=”1/1″][vc_column_text]A Dissertation by: KEIVAN NESHVADIAN BAKHSH, PH.D., Texas A&M University School of Civil Engineering Chair of Committee: Dan Zollinger, Ph.D., PE “The most valuable outcome of this study… demonstration,

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