Techniques are described for installing instrumentation within highway/railway crossings – to measure vertical pressures under moving highway and railway loadings – using earth pressure cells. Also, techniques are described for installing instrumentation between rail base/tie plate interfaces – to measure vertical pressures under moving railway loadings – using pressure sensitive ink sensors. In addition, the sensors were used to measure the surface pressures imparted by highway vehicles on crossing surfaces. Data is presented for several crossings including a wide variety of conditions and loading intensities. The data serves to quantify pressure gradients within highway/railway crossings for application to structural design analyses
The purpose of this research was to evaluate the long-term settlements for a wide variety of at-grad...
This report provides two analyses for obtaining a quantitative means of rating the condition of rail...
PDFTech ReportKTC-09-06/FR 136-04-3FFRT 136Railroad grade crossingsSettlement (Structures)At grade i...
PDFTech ReportKTC-09-05/FR 136-04-2FFRT 136Railroad grade crossingsAt grade intersectionsHighwaysRai...
Recent changes in national transportation needs have placed increased burden on railroad infrastruct...
It has been desirable for years to develop non-intrusive/non-invasive procedures to determine the pr...
Replacing and rehabilitating highway-railway at-grade crossings represent major track maintenance ex...
PDFTech ReportKTC-09-04/FR 136-04-1FFRT 136Railroad grade crossingsHighwaysAt grade intersectionsRai...
The magnitudes and relative pressure distributions transmitted to the crosstie-ballast interface of ...
Vita.Both highway and railroad organizations are concerned with the maintenance problems of highway-...
It has been desirable for years to develop non-intrusive/non-invasiveprocedures to determine the pre...
This works focuses on a series of experimental tests carried out to investigate overpressures in tun...
PDFTech ReportRC-16062010-0295Railroad grade crossingsGrade crossing surfacesMaterialsPerformance me...
The pressure distribution at the ballast-tie interface of railroad track plays a key role in overall...
Quality of surface is an important aspect affecting both the safety and the performance of at-grade ...
The purpose of this research was to evaluate the long-term settlements for a wide variety of at-grad...
This report provides two analyses for obtaining a quantitative means of rating the condition of rail...
PDFTech ReportKTC-09-06/FR 136-04-3FFRT 136Railroad grade crossingsSettlement (Structures)At grade i...
PDFTech ReportKTC-09-05/FR 136-04-2FFRT 136Railroad grade crossingsAt grade intersectionsHighwaysRai...
Recent changes in national transportation needs have placed increased burden on railroad infrastruct...
It has been desirable for years to develop non-intrusive/non-invasive procedures to determine the pr...
Replacing and rehabilitating highway-railway at-grade crossings represent major track maintenance ex...
PDFTech ReportKTC-09-04/FR 136-04-1FFRT 136Railroad grade crossingsHighwaysAt grade intersectionsRai...
The magnitudes and relative pressure distributions transmitted to the crosstie-ballast interface of ...
Vita.Both highway and railroad organizations are concerned with the maintenance problems of highway-...
It has been desirable for years to develop non-intrusive/non-invasiveprocedures to determine the pre...
This works focuses on a series of experimental tests carried out to investigate overpressures in tun...
PDFTech ReportRC-16062010-0295Railroad grade crossingsGrade crossing surfacesMaterialsPerformance me...
The pressure distribution at the ballast-tie interface of railroad track plays a key role in overall...
Quality of surface is an important aspect affecting both the safety and the performance of at-grade ...
The purpose of this research was to evaluate the long-term settlements for a wide variety of at-grad...
This report provides two analyses for obtaining a quantitative means of rating the condition of rail...
PDFTech ReportKTC-09-06/FR 136-04-3FFRT 136Railroad grade crossingsSettlement (Structures)At grade i...