Investigation of Early Distress in Wisconsin Rubblized Pavements PDF Download
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Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 124
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Book Description
Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 124
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Book Description
Author: Joe Wilson
Publisher:
ISBN:
Category : Pavements, Asphalt
Languages : en
Pages : 42
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Book Description
Author:
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 90
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Book Description
Author: Erol Tutumluer
Publisher: CRC Press
ISBN: 0203865286
Category : Technology & Engineering
Languages : en
Pages : 1560
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Book Description
Bearing Capacity of Roads, Railways and Airfields focuses on issues pertaining to the bearing capacity of highway and airfield pavements and railroad track structures and provided a forum to promote efficient design, construction and maintenance of the transportation infrastructure. The collection of papers from the Eighth International Conference
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 28
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Book Description
Author: Samuel Owusu-Ababio
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 116
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Book Description
Author: Halil Ceylan
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 126
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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.
Author: American Association of State Highway and Transportation Officials
Publisher: AASHTO
ISBN: 1560510552
Category : Pavements
Languages : en
Pages : 622
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Book Description
Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.
Author: Sidney Scott
Publisher: Transportation Research Board
ISBN: 0309213304
Category : Law
Languages : en
Pages : 64
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Book Description
TRB’s National Cooperative Highway Research Program (NCHRP) Report 699: Guidelines for the Use of Pavement Warranties on Highway Construction Projects is designed to help guide state departments of transportation (DOTs) in establishing pavement warranty programs.
Author:
Publisher:
ISBN:
Category : Dowels
Languages : en
Pages : 28
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Book Description
Load transfer restoration (LTR) is a rehabilitation technique for increasing the load transfer capability of existing jointed portland cement concrete pavement by placement of dowel bars or other mechanical devices across joints and/or cracks that exhibit poor load transfer.
