Results 221 to 230 of about 4,057 (257)
Some of the next articles are maybe not open access.
Use of Long-Term Pavement Performance Data for Calibration of Pavement Design Models
Transportation Research Record: Journal of the Transportation Research Board, 2001The benefits of long-term pavement performance data for calibration of the AASHTO flexible pavement design model for Ontario conditions are documented. To ensure that the AASHTO-Ontario pavement design model reflects Ontario pavement design practice and matches the observed pavement performance, long-term pavement performance data for 65 flexible ...
Jerry J. Hajek, Thomas J. Kazmierowski
openaire +1 more source
Transportation Research Record: Journal of the Transportation Research Board, 2003
The results of a study conducted to assess the relative performance of different flexible pavement rehabilitation treatments, including the influence of pretreatment condition and other factors, are presented. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Study (SPS) SPS-5 and General Pavement ...
Kathleen T. Hall +2 more
openaire +1 more source
The results of a study conducted to assess the relative performance of different flexible pavement rehabilitation treatments, including the influence of pretreatment condition and other factors, are presented. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Study (SPS) SPS-5 and General Pavement ...
Kathleen T. Hall +2 more
openaire +1 more source
Transportation Research Record: Journal of the Transportation Research Board, 2003
A study was conducted to assess the relative performance of different flexible pavement maintenance treatments, including the influence of pretreatment condition and other factors. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Studies (SPS) SPS-3 experiment.
Kathleen T. Hall +2 more
openaire +1 more source
A study was conducted to assess the relative performance of different flexible pavement maintenance treatments, including the influence of pretreatment condition and other factors. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Studies (SPS) SPS-3 experiment.
Kathleen T. Hall +2 more
openaire +1 more source
Transportation Research Record: Journal of the Transportation Research Board, 2003
The results of a study conducted to assess the relative performance of different jointed rigid pavement rehabilitation treatments, including the influence of pretreatment condition and other factors, are presented. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Study (SPS) SPS-6 and General ...
Kathleen T. Hall +2 more
openaire +1 more source
The results of a study conducted to assess the relative performance of different jointed rigid pavement rehabilitation treatments, including the influence of pretreatment condition and other factors, are presented. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Study (SPS) SPS-6 and General ...
Kathleen T. Hall +2 more
openaire +1 more source
Factors Affecting Asphalt Pavement Density and the Effect on Long Term Pavement Performance
2010The Kentucky Transportation Center, the Asphalt Institute, and the Kentucky Transportation Cabinet worked together in order to identify factors that affect asphalt pavement density, and to then evaluate their effect on long term pavement performance. By determining which variables are most influential to pavement performance (i.e.
Fisher, Jonathan +4 more
openaire +1 more source
Transportation Research Record: Journal of the Transportation Research Board, 1998
A methodology for calibrating performance models for jointed plain concrete pavements (JPCP) is presented; it is based on statistical analysis of data from the Long-Term Pavement Performance (LTPP) database. The methodology provides calibration factors to pavements in four climatic regions (dry-freeze, dry-nonfreeze, wet-freeze, and wet-nonfreeze) for ...
Marcelo Bustos +4 more
openaire +1 more source
A methodology for calibrating performance models for jointed plain concrete pavements (JPCP) is presented; it is based on statistical analysis of data from the Long-Term Pavement Performance (LTPP) database. The methodology provides calibration factors to pavements in four climatic regions (dry-freeze, dry-nonfreeze, wet-freeze, and wet-nonfreeze) for ...
Marcelo Bustos +4 more
openaire +1 more source
Road Materials and Pavement Design, 2015
The accuracy of pavement performance prediction is a critical part of pavement management and directly influences maintenance and rehabilitation strategies. Many models with various specifications have been proposed by researchers and used by agencies.
Ziari, Hasan +3 more
openaire +2 more sources
The accuracy of pavement performance prediction is a critical part of pavement management and directly influences maintenance and rehabilitation strategies. Many models with various specifications have been proposed by researchers and used by agencies.
Ziari, Hasan +3 more
openaire +2 more sources
Early Evaluation of Long-Term Pavement Performance Specific Pavement Studies-2, Colorado
Transportation Research Record: Journal of the Transportation Research Board, 2000The Long-Term Pavement Performance (LTPP) Program included the construction of rigid pavement sections for evaluation. These test sections, designated Specific Pavement Studies (SPS)-2, were constructed on the basis of an experiment matrix that includes pavement slab thickness [202 mm (8 in.) and 280 mm (11 in.)], base type (permeable asphalt-treated ...
Nadarajah Suthahar +2 more
openaire +1 more source
Structural number prediction for flexible pavements using the long term pavement performance data
International Journal of Pavement Engineering, 2018Structural Number (SN) is a numerical value used as pavement structural capacity indicator. This paper reviews the most recognised historical SN prediction models.
Hossam S. Abd El-Raof +3 more
openaire +1 more source
Transportation Research Record: Journal of the Transportation Research Board, 2006
Raised pavement markers (RPMs) are used to provide long-range nighttime guidance to drivers. The visibility of these markers lessens over time, and they must be replaced. Thus, many state departments of transportation test various markers to provide the most durable marker available. One of the most critical approaches is the field test whereby markers
Bouzid Choubane +2 more
openaire +1 more source
Raised pavement markers (RPMs) are used to provide long-range nighttime guidance to drivers. The visibility of these markers lessens over time, and they must be replaced. Thus, many state departments of transportation test various markers to provide the most durable marker available. One of the most critical approaches is the field test whereby markers
Bouzid Choubane +2 more
openaire +1 more source

