This paper describes a pavement life cycle assessment (LCA) model developed to evaluate
energy use and greenhouse gas (GHG) emissions from pavement rehabilitation strategies …

Personal use of this material is permitted. Permission from Chinese Society of Pavement
Engineering must be obtained for all other users, including reprinting/republishing this …

This paper reviews the simplified procedure proposed by Ghosn and Sivakumar to model
the maximum expected traffic load effect on highway bridges and illustrates the methodology …

TRB's National Cooperative Highway Research Program (NCHRP) Report 683: Protocols
for Collecting and Using Traffic Data in Bridge Design explores a set of protocols and …

Transportation agencies tasked with forecasting freight movements, creating and evaluating
policy to mitigate transportation impacts on infrastructure and air quality, and furnishing the …

Corrosion and traffic-induced fatigue are two major threats to RC bridges in high-traffic and
corrosive environments. Coupled interaction of these two mechanisms, referred to as …

In state‐of‐the‐art building codes, the traffic loads for the design or assessment of bridges
should derive from a probabilistic characterization. However, because traffic depends on the …

This study developed default truck traffic inputs for mechanistic–empirical pavement design
procedures for the California highway system based on California weigh-in-motion (WIM) …

Truck traffic information is one of the key inputs in the design and analysis of pavement
structures. Until relatively recently, truck traffic data typically were aggregated into equivalent …

Fatigue cracks are critical structural concerns for steel highway bridges, and fatigue initiation
and propagation activity continues undetected between physical bridge inspections …