Author : Strategic Highway Research Program (U.S.)
Publisher :
Page : 17 pages
File Size : 24,28 MB
Release : 1989
Category : Long term pavement performance (LTPP)
ISBN :
Author : Strategic Highway Research Program (U.S.)
Publisher :
Page : 26 pages
File Size : 48,90 MB
Release : 1990
Category : Long term pavement performance (LTPP)
ISBN :
Author :
Publisher : DIANE Publishing
Page : 172 pages
File Size : 43,36 MB
Release :
Category :
ISBN : 1428995234
Author :
Publisher :
Page : 288 pages
File Size : 36,35 MB
Release : 2005
Category : Pavements, Concrete
ISBN :
The Specific Pavement Studies 6 (SPS-6) experiment, "Rehabilitation of Jointed Portland Cement Concrete Pavements," was designed as a controlled field experiment that focuses on the study of specific rehabilitation design features of jointed plain concrete pavements (JPCP) and jointed reinforced concrete pavements (JRCP). This experiment examines the effects of climatic regions (wet-freeze, wet-no freeze, dry-freeze, or dry-no freeze), type of concrete pavement (plain or reinforced), condition of existing pavement prior to rehabilitation (fair or poor), and traffic rate (as a covariant), incorporating the different methods of rehabilitation with and without asphalt concrete (AC) overlays. This report documents the first comprehensive review and evaluation of the SPS-6 experiment.
Author : Strategic Highway Research Program (U.S.)
Publisher :
Page : 22 pages
File Size : 17,27 MB
Release : 1989
Category : Long term pavement performance (LTPP)
ISBN :
Author :
Publisher :
Page : 566 pages
File Size : 18,76 MB
Release : 1992
Category : Pavements
ISBN :
Nineteen test sections were constructed by the Arizona Department of Transportation (ADOT) as part of Strategic Highway Research Program (SHRP) Specific Pavement Studies (SPS)-6 experiment. The SPS-6 program addresses the rehabilitation of jointed portland cement concrete pavement. The objective of the SPS-6 experiment is to develop improved performance prediction models to be used for determining the additional pavement life that can be expected from the application of a variety of JCP pavement rehabilitation methods, ranging from minimal to maximum investment. Construction of the 19 SPS-6 test sections was successfully incorporated in ADOT project IR-40-4(123) on I-40 at Flagstaff. Eight of the 19 test sections meet the basic SHRP requirements for the experiment. The additional 11 sections were designed by ADOT to evaluate features that are not included in the SHRP experiment design.
Author : Strategic Highway Research Program (U.S.)
Publisher :
Page : 17 pages
File Size : 11,16 MB
Release : 1990
Category : Long term pavement performance (LTPP)
ISBN :
Author : Strategic Highway Research Program (U.S.)
Publisher :
Page : 17 pages
File Size : 37,50 MB
Release : 1989
Category : Long term pavement performance (LTPP)
ISBN :
Author : William O. Hadley
Publisher : National Research Council
Page : 340 pages
File Size : 30,46 MB
Release : 1994
Category : Technology & Engineering
ISBN :
This report provides an overview of the first 5 years of the Strategic Highway Research Program Long-Term Pavement Performance (SHRP-LTPP) program. The background, LTPP history, activities and approaches, and decision-making processes of the program are detailed. Included are summaries of the studies initiated for general and specific pavement types, the characterization of pavement materials, monitoring activities, the LTPP database and Information Management System, data analysis, traffic data collection and analysis, as well as a summary of the contributions made by international participants. The general LTPP program is described and the expected results, products, and benefits are also outlined.
Author :
Publisher :
Page : 308 pages
File Size : 46,47 MB
Release : 2003
Category : Pavements
ISBN :
This report documents an evaluation of selected Long Term Pavement Performance (LTPP) material data tables as of January 2000. Issues addressed include the availability, characteristics, and quality of the data in the selected tables. Anomalies in the data were identified and corrected where possible, and the "cleaned-out" data were used in developing representative data tables. Recommendations for adjustments in the current data collection process are also presented
