Author: Gonzalo R. Rada
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 229
Book Description
Evaluation of Design Criteria and Field Performance of Rubblized Concrete Pavement Systems in Wisconsin
Author: Gonzalo R. Rada
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 229
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 229
Book Description
Evaluation of Design Criteria and Field Performance of Rubblized Concrete Pavement Systems in Wisconsin
Author: Gonzalo R. Rada
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 0
Book Description
WisDOT Research Program
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 28
Book Description
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 28
Book Description
Investigation of Early Distress in Wisconsin Rubblized Pavements
Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 124
Book Description
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 124
Book Description
Evaluation of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement
Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 52
Book Description
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 52
Book Description
Development and Implementation of a Performance-related Specification for a Jointed Plain Concrete Pavement--I-39/90/94 Madison, Wisconsin
Author: S. P. Rao
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 302
Book Description
The primary objective of this study was to develop, implement, and evaluate a Level 1 performance-related specification (PRS) for the construction of a jointed plain concrete (JPC) pavement in the State of Wisconsin. The research entailed a thorough evaluation of the construction quality levels achieved on recent Wisconsin JPC projects and the formulation of a Level 1 PRS using the results of the quality evaluation and defined Wisconsin Department of Transportation (WisDOT) pavement practices as a basis. Feedback from WisDOT and the contractor indicated that this first PRS implementation in Wisconsin was successful, particularly with respect to the layouts of lots and sublots. Several suggestions were received to improve and streamline the PRS process.
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 302
Book Description
The primary objective of this study was to develop, implement, and evaluate a Level 1 performance-related specification (PRS) for the construction of a jointed plain concrete (JPC) pavement in the State of Wisconsin. The research entailed a thorough evaluation of the construction quality levels achieved on recent Wisconsin JPC projects and the formulation of a Level 1 PRS using the results of the quality evaluation and defined Wisconsin Department of Transportation (WisDOT) pavement practices as a basis. Feedback from WisDOT and the contractor indicated that this first PRS implementation in Wisconsin was successful, particularly with respect to the layouts of lots and sublots. Several suggestions were received to improve and streamline the PRS process.
Guidance, Parameters, and Recommendations for Rubblized Pavements
Author:
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 90
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 90
Book Description
Performance Evaluation of Rubblized Pavements in Iowa
Author: Halil Ceylan
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 126
Book Description
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.
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 126
Book Description
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.
Wisconsin Transportation Research, 2000
Author: Wisconsin. Department of Transportation
Publisher:
ISBN:
Category : Highway planning
Languages : en
Pages : 64
Book Description
This Report to Stakeholders reviews some of our transportation research efforts in Wisconsin during the past four years. A few of these studies are already complete and have made a significant impact on the way we do business. Many of the projects will be finished in the coming months. For all of us interested in Wisconsin's transportation future, the report provides an overview of these diverse and laudable investigations.
Publisher:
ISBN:
Category : Highway planning
Languages : en
Pages : 64
Book Description
This Report to Stakeholders reviews some of our transportation research efforts in Wisconsin during the past four years. A few of these studies are already complete and have made a significant impact on the way we do business. Many of the projects will be finished in the coming months. For all of us interested in Wisconsin's transportation future, the report provides an overview of these diverse and laudable investigations.
Performance of Jointed Concrete Pavements: Evaluation and modification of concrete pavement design and analysis models
Author:
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 308
Book Description
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 308
Book Description