Sentence examples for Traffic pavement from inspiring English sources

In developing these models, traffic, pavement age, and maintenance actions with heterogeneous effects are considered.

The primary objective of this research was to identify existing historical data (i.e., climate, traffic, pavement design information, material properties, and pavement performance) within the South Carolina Department of Transportation for use in the local calibration of the Mechanistic Empirical Pavement Design Guide (MEPDG) for South Carolina.

4000PSI concrete is used for heavy traffic pavement, heavy use floor slabs like shops and warehouses, and concrete footings designed to support heavy loads.

Therefore, for both grades of bitumen, replacements more than 25% should not be used in hot mix asphalt for heavy traffic pavements.

The results obtained by the application of the new LCCA system clearly indicate that, for any combination between traffic and pavement foundation, the optimum pavement structure always remains the same or decreases in terms of structural capacity with the increase of the discount rate value.

Thus, fatigue reliability profiles were generated, which accounted for different scenarios in terms of future changes in traffic and pavement temperature.

A Monte Carlo scheme was then deployed to predict S-N fatigue damage using the fatigue loading regression models and simulated time-series of heavy traffic and pavement temperatures.

The results indicate that out of the identified factors, evening peak period traffic volume, pavement condition, and unlighted intersections have the greatest effects on crash frequencies.

A section is a division of a particular branch with certain consistent characteristics/ attributes throughout its area/ length including: structural composition (thickness and materials); construction history; traffic; and pavement condition.

It appears that these results are somehow subjective because increasing the risk (i.e. increasing the target Pnc) can be performed by deterministic modifications such as reducing the perception reaction time (PRT) or increasing the friction coefficient (Eq. 1) based on the prevailing traffic and pavement conditions and specific driving behavior characteristics.

This paper summarizes the research findings obtained from a systematic approach consisting of (1) statistical analyses of pre-existing data accumulated for quality assurance purposes, (2) experimental investigations based on the statistical analysis results, and (3) in-field investigation of the rutting performance of low traffic volume pavement.