Evaluation of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement
Author | : Irene K. Battaglia |
Publisher | : |
Total Pages | : 52 |
Release | : 2010 |
Genre | : Pavements, Asphalt concrete |
ISBN | : |
Download Evaluation Of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement full books in PDF, epub, and Kindle. Read online free Evaluation Of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author | : Irene K. Battaglia |
Publisher | : |
Total Pages | : 52 |
Release | : 2010 |
Genre | : Pavements, Asphalt concrete |
ISBN | : |
Author | : ASTM Committee D-4 on Road and Paving Materials |
Publisher | : ASTM International |
Total Pages | : 147 |
Release | : 1996 |
Genre | : Asphalt |
ISBN | : 0803120249 |
Author | : Randy Clark West |
Publisher | : Transportation Research Board |
Total Pages | : 162 |
Release | : 2013 |
Genre | : Pavements, Asphalt |
ISBN | : 0309259134 |
TRB's National Cooperative Highway Research Program (NCHRP) Report 752: Improved Mix Design, Evaluation, and Materials Management Practices for Hot Mix Asphalt with High Reclaimed Asphalt Pavement Content describes proposed revisions to the American Association of State Highway and Transportation Officials (AASHTO) R 35, Superpave Volumetric Design for Hot Mix Asphalt, and AASHTO M 323, Superpave Volumetric Mix Design, to accommodate the design of asphalt mixtures with high reclaimed asphalt pavement contents.
Author | : |
Publisher | : Transportation Research Board |
Total Pages | : 285 |
Release | : 2011 |
Genre | : Asphalt concrete |
ISBN | : 0309155649 |
Author | : Halil Ceylan |
Publisher | : |
Total Pages | : 126 |
Release | : 2008 |
Genre | : Pavements, Concrete |
ISBN | : |
This Phase II follow-up study of IHRB Project TR-473 focused on the performance evaluation of rubblized pavements in Iowa. The primary objective of this study was to evaluate the structural condition of existing rubblized concrete pavements across Iowa through Falling Weight Deflectometer (FWD) tests, Dynamic Cone Penetrometer (DCP) tests, visual pavement distress surveys, etc. Through backcalculation of FWD deflection data using the ISU's advanced layer moduli backcalculation program, the rubblized layer moduli were determined for various projects and compared with each other for correlating with the long-term pavement performance. The AASHTO structural layer coefficient for rubblized layer was also calculated using the rubblized layer moduli. To validate the mechanistic-empirical (M-E) hot mix asphalt (HMA) overlay thickness design procedure developed during the Phase I study, the actual HMA overlay thickness from the rubblization projects were compared with the predicted thickness obtained from the design software. The results of this study show that rubblization is a valid option to use in Iowa in the rehabilitation of PCC provided the foundation is strong enough to support construction operations during the rubblization process. The M-E structural design methodology developed during Phase I can estimate the HMA overlay thickness reasonably well to achieve long-lasting performance of HMA pavements. The rehabilitation strategy is recommended for continued use in Iowa under those conditions conducive for rubblization.
Author | : Rafiqul Alam Tarefder |
Publisher | : |
Total Pages | : 194 |
Release | : 2002 |
Genre | : Pavements |
ISBN | : |
A comprehensive study involving rut potential of Hot Mix Asphalt (HMA) was conducted. Both cylindrical and beam specimens of HMA were prepared using a Superpave Gyratory Compactor (SGC) and an Asphalt Vibratory Compactor (AVC), respectively. Mixture rutting performance was determined in the Asphalt Pavement Analyzer (APA).
Author | : |
Publisher | : |
Total Pages | : |
Release | : 2009 |
Genre | : |
ISBN | : |
Data evaluation of the test results indicated the increase of nominal maximum size aggregate amount by 5% to 15% to the standard coarse mix designs had negligible effect on HMA fracture mechanics properties. The SBS polymer-modified asphalt binder improved the fracture mechanics behavior of asphalt mixtures comprehensively. The limestone materials hold advantages over granite materials in improving the performance of thermal cracking at low service temperatures and the rutting resistance at high service temperatures. The master curve construction and linear regression analysis indicated that the total resilient modulus increased with an increase in dynamic modulus at a specific loading frequency. The resilient modulus values were comparable with the dynamic modulus values at the loading frequency of 4 Hz. A correlation relationship was developed for predicting the dynamic modulus from existing resilient modulus values of the asphalt concrete mixture in implementing the mechanistic-empirical pavement design.
Author | : Mary Stroup-Gardiner |
Publisher | : ASTM International |
Total Pages | : 156 |
Release | : 2003 |
Genre | : Pavements, Asphalt |
ISBN | : 0803134606 |
This publication contains papers presented at a December 2001 symposium, focusing on hot mix asphalt (HMA) smoothness measurements, specifications, and equipment. Five papers provide insight into the development and implementation of roughness specifications for pavements, and two papers offer natio