Development of Profile-based Smoothness Specification for Asphalt Concrete Overlays PDF Download
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Author: E. G. Fernando
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 142
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Book Description
Author: E. G. Fernando
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 142
Get Book Here
Book Description
Author: E. G. Fernando
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 194
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Book Description
The Texas Department of Transportation (TxDOT) is implementing smoothness specifications based on profilograph testing as part of its construction quality control/quality assurance (QC/QA) program. Most tests are presently conducted using automated, California-type profilographs in which the equipment is pushed over a prescribed wheelpath. It appears that smoothness specifications will continue to be based on the profilograph, at least for the short term. However, in view of advances in profiling technology, it becomes prudent to investigate other methods of measuring surface profile and develop smoothness specifications based on profilers that offer greater accuracy and higher production rates. Already, a number of districts have expressed concerns about the sensitivity of the profilograph to short wavelengths or high frequency ripples. This observation demonstrates the need for more accurate measurements of surface profile for the purpose of building pavements that offer excellent ride quality, lower road user costs, and longer service lives. In pursuit of its goal of providing smooth pavements, TxDOT initiated a research project with the Texas Transportation Institute (TTI) to develop a smoothness specification for asphalt concrete overlays based on the new generation of pavement profilers that offer greater accuracy in profile measurement relative to the profilographs presently used in construction projects. Among other things, this research project evaluated a number of profile measuring devices to establish the availability of equipment for implementing a new profile-based smoothness specification in Texas. This report presents the findings of the profile equipment evaluation.
Author: Mary Stroup-Gardiner
Publisher: ASTM International
ISBN: 0803134606
Category : Pavements, Asphalt
Languages : en
Pages : 156
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Book Description
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
Author:
Publisher:
ISBN:
Category : Air travel
Languages : en
Pages : 730
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Book Description
"For more than 50 years, the Transportation Research Record has been internationally recognized as one of the preeminent peer-reviewed journals for transportation research papers from authors in the United States and from around the world. One of the most cited transportation journals, the TRR offers unparalleled depth and breadth in the coverage of transportation topics from both academic and practitioner perspectives. All modes of passenger and freight transportation are addressed in papers covering a wide array of disciplines, including policy, planning, administration, economics and financing, operations, construction, design, maintenance, safety, and more."--Publisher's website
Author: Kelly L. Smith
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 112
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Book Description
Nearly all State highway agencies use smoothness specifications to ensure that hot-mix asphalt (HMA) and portland cement concrete (PCC) pavements are built to high levels of smoothness. About half of all current State smoothness specifications for HMA and more then three-fourths of all current PCC smoothness specifications are centered around the Profile Index (PI), as often measured using a profilograph. The vast majority of these specifications utilize a 5-mm (0.2-in.) blanking band in computing PI (i.e., PI5-mm). Assistance in selecting appropriate IRI and PI0.0 specification limits is needed to provide a basis for modifying current specifications to these more reproducible and portable smoothness indices. This research effort has developed a series of relationships between IRI and PI that can assist States in transitioning to IRI or PI0.0 smoothness specification for HMA and PCC pavements.
Author: National Research Council (U.S.). Transportation Research Board
Publisher:
ISBN:
Category : Automobile driving at night
Languages : en
Pages : 144
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Book Description
Transportation Research Record 1495 contains the following papers: Effective use of variable message signs: Lessons learned through development of users' manuals; Motorist interpretation of yellow X and yellow diagonal arrow in freeway lane control signal array; Effects of pavement markings on driver behavior at freeway lane drop exits; Comparative study of advance warning signs at high speed signalized intersections; Evaluation of strobe lights in red lens of traffic signals; High-volume pedestrian crosswalk time requirements; Empirical analysis of traffic characteristics at two-way stop-controlled intersections in Alaska; Evaluation of proposed minimum retroreflectivity requirements for traffic signs; Detectability of pavement markings under stationary and dynamic conditions as a function of retroreflective brightness; Visibility of new yellow center stripes as a function of obliteration; Effects of lateral separation between double center-stripe pavement markings on visibility under nighttime driving conditions; Curve radius perception accuracy as function of number of delineation devices (Chevrons); Knowledge-based personal computer software package for applying and placing curve delineation devices; Visibility of new pavement markings at night under low-beam illumination; Loss of visibility distance caused by automobile windshields at night; Traffic sign reading distances and times during night driving; Yellow pavement markings with yellow nighttime color; Application of geographic information systems rail-highway grade crossing safety; Evaluation of accuracy of U.S. DOT rail-highway grade crossing accident prediction models.
Author: Ronald L. Baus
Publisher:
ISBN:
Category : Pavements, Asphalt
Languages : en
Pages : 85
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Book Description
Author: Marshall R. Thompson
Publisher:
ISBN:
Category : Asphalt concrete
Languages : en
Pages : 64
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Book Description
Author: Dimitrios G. Goulias
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 98
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Book Description
This report focuses on the development of a methodology for determining an end-result smoothness specification for use on newly constructed flexible and rigid pavements. Details of the experimental study and data analysis undertaken to define acceptance levels using several criteria are presented, along with necessary guide-lines that can be used for the training of personnel involved in the implementation of the smoothness specifications. Finally, the report correlates profile index with other roughness indices.
Author: E. G. Fernando
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 82
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Book Description
